HomeMy WebLinkAboutS-0899-A Map 31i
PAGIS: PIN Lj�m TOTAL TRACT DESCRIPTION RAILROAD EASEMENT DESCRIPTIQN
N 138,728.12' LOT 2, PICRON PORTS PARK NO. 1 IN PULASKI COUNTY, ARKANSAS. A 60' WIDE STRIP OF LAND OVER AND ACROSS HE EAST SIDE OF LOT 2, PICRON PORTS PARK N0. 1 CERTIFICATE OF FINAL APPROVAL
E 1,249,188.12' �O IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND OVER AND ACROSS FOURCHE BAYOU
HIS TRACT ENCLOSES 336,132 SQUARE FEET, OR 7.717 ACRES, MORE OR LESS. EAST OF AND ADJACENT TO HE ABOVE DESCRIBED LOT 2, AND SOUTH OF HE LITTLE ROCK PORT Pursuant to the Little Rock Subdivision Rules and Regulations, and a of the
� l� K AUTHORITY RAILROAD RIGHT OF WAY, BEING 30' ON EACH SIDE OF HE FOLLOWING DESCRIBED conditions of approval having been completed, this document is hereby accepted.
(S>775, y i p EASEMENT CENTERLINE, AND EXTENDING TO AND TERMINATING AT THE SOUTHLINE OF LOT 2 ON HE This certificate is hereby executed under the authority of said rules and regulations.
Sj17¢ 49 f) OAT SOUTH AND THE SOUTH LINE OF THE RAILROAD ON HE NORTH, MORE PARTICULARLY DESCRIBED AS Signed,
tiE [J COMME FOLLOWS:
AT HE SOUTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE SOUTH LINES OF LOT
' 39838� TOnTHEFPOINT OF BEGINNNG;BEARINGS AHENCE LEAVING ITHE SOUTH LI E3ALONGEACI5NNON 71'1,TA GENOTICURVE
' ���O�%� TO THE NORTHEAST, OPEN TO THE EAST, WITH A RADIUS OF 381.97' AND LENGTH 131.94' FOR A Name: 2000029791
661 tl CHORD BEARING AND DISTANCE OF N40'02'39"E 131,29' TO THE P.T.; THENCE N49'56'17"E 278.57' Little Rock Planning Commission 05/03/2000 12:47:4.3 GN
l TO THE P.C. OF A 15' CURVE TO THE RIGHT WITH A RADIUS OF 381,97; THENCE 113.97' ALONG THE Filed & Recorded in
PAGIS: % j CURVE AND PASSING AT 52.59' THE EAST LINE OF LOT 2) FOR A CHORD BEARING AND DISTANCE OF Official Records of
N 138 601.67' �O N58'29'09"E 113.55' TO THE POINT OF TERMINATION ALONG THE SOUTH LINE OF THE PORT CERTIFICATE OF RECORDING CAROLYI COUNTY
PULASKI COUNTY
E 1,249,565.35' AUTHORITY RAILROAD RIGHT OF WAY, WHICH LAYS S88'30'47"W 37.50' FROM THE NORTHEAST q / CIRCUIT/COUNTY CLERK
This document, number C�00a a� 7-` / filed for record ,Fees $20.00
SUT 1/2" REBAR D CORNER OF LOT 2. �- o�
LOT 1 ('r7 e R/eHr THIS EASEMENT ENCLOSES 30,830 SQUARE FEET, OR 0.708 ACRES, MORE OR LESS. , j %�G2.-cjo�Q00 in plat book /- , page
�F w y Signed, ••'�•,••......,,_••••••
LOT 2A ¢2„E (N18.44'I1"E) AR�ES ;• ` ry"•I
155,009 So. FT. 233 68,E N18'38'28"E PAps, CAROLYN STALEY, Circuit County Clerk $ Recor�fer X r *:
3.559 ACRES± 10.10' N 138536.11 •�A
ro�V � ' (10.00') F9.85
D1 1/28REBAR
N,00
�(CHORD) (Name) Clerk r • ��'
N, SURVEY DESCRIPTION FOR LOT 2A (S79'20'Og A = 16'08'52"tn I? : d •»,�''
2 `- � S 79.1 g' (268, R - 955, 37'
THE WESTERLY 3.559 ACRES OF LOT 2, PICRON FORTS PARK NO. 1 IN PULASKI COUNTY, ARKANSAS, ' 1 1/2" REBAR ! 52 E 31) T = 135.52'
WITH 398.40' OF FRONTAGE ON LINDSEY IMORE PARTICULARLY DESCRIBED AS FOLLOWS PAGIS �. ZG$. PAGIS
COMMENCING AT THE SOUTHEAST CORNER OF L01 2 OF PICRON PORTS PARK NO. 1, A FOUND 1/2- N 138526.54 3g' L 269.25' •e••
/ N 138486.35 SURVEYOR'5 NOTES REBAR ON THE •..•,�y ,.._ '
R.O.W. OF LNDSEYORTH ROADIGHT ANDOF WAYHE SOUTH LINE OFELOT 2LINDSEY
HE FOLROAD;
LOWING COURSES AND DISTANCES: LOT 2B E 124978s,62 �� E 12IN-(N. 56
� FD. PIN (N.E. CDR. LOT 28) HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON TIES BY
N75'01'10"W 117.34' TO A SET 1/2" REBAR; HENCE N71'15'34"W 239.68' TO A SET 1/2" REBAR AT 181,123 SQ. FT. __� TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY.
THE POINT OF BEGINNING; THENCE 4" TO A FOUND PIN AT THE POINT OF 4.158 ACRES± 0h / 5g
CURVATURE OF A CURVE TO THE RIG T WITH RADIUS 798.19'; THENCE 48.21' ALONG THE CURVE FOR / i RAILROAD RIGHT OF WAY LINE PROPERTY DIMENSIONS SHOWN IN PARENTHESIS ON THIS DRAWING ARE THE RECORD DIMENSIONS
// / •6 r-------
A CHORD BEARING AND DISTANCE OF N69'31'45"W 45.20' TO A FOUND PIN; THENCE LEAVING THE SURVEY DESCRIPTION FOR LOT 28 /jq��i i ' FROM THE 1989 PLAT OF PICRON PORTS PARK NOA.
NORTH R.O.W. AND SOUTH LINE N18'41'15"E 387.78' ALONG HE WEST LINE OF LOT 2 TO A FOUND THE EASTERLY 4.158 ACRES OF LOT 2, PICRON PORTS PARK N0. 1 IN PULASKI COUNTY, ARKANSAS, / r1�
PIN ON THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE OF THE LITTLE ROCK PORT / l� /�/ FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11 THRU NOVEMBER 19, 1999.
' WITH 357.02' OF FRONTAGE ON LINDSEY ROAD; MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AUTHORITY RAILROAD: THENCE ALONG THE NORTH LINE OF LOT 2 AND HE SOUTH R.O.W. LINE
BEGINNING AT THE SOUTHEAST CORNER OF LOT 2 OF PICRON PORTS PARK NO. 1, A FOUND 1/2
S71'14'42"E 3sB36' TO A SET 1/2" REBAR: THENCE LEAVING THE SOUTH R.O.W. OF HE RAILROAD " // Or NORTHEAST CORNER OF LOT 2B TO NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
' REBAR ON THE NORTH RIGHT OF WAY (R.O.W.) LINE OF RODTHENCE 11734 OLINDSEY A; ENN5'00.' //
518'41'15"W 389.14 TO THE POINT OF BEGINNING, ENCLOSING 155,009 SQUARE FEET, OR 3.559 � / � !' POINT OF TERMINATION OF EASEMENT
r ACRES, MORI OR LESS. r ALONG THE NORTH R.O.W. AND THE SOUTH LINE OF LOT 2 TO A SET 1/2" REBAR; THENCE / S88'30'47"E 37.50' / BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
/ CONTINUING ALONG THE NORTH R.O.W. AND SOUTH LINE N71'15'34"W 239.68' TO A SET 1 2" REBAR; / / / /' / PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
\\\ / A = 17'05'43•
THENCE LEAVING THE NORTH R.O.W. AND SOUTH LINE N18'41'15"E 389.14' TO A SET 1/2" REBAR ON / / R = 381.97' STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
`r THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE OF THE LITTLE ROCK PORT AUTHORITY / / ` / T = 57.41' / CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
�PACTS: `\ Q7 CO RAILROAD; THENCE ALONG THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE THE FOLLOWING / / ab I L = 113.97 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
N 138,362.42' - /
E 1, 4� 9,063.88' \ ` 2 COURSES AND DISTANCES: S71'14'42"E 233.68' TO A FOUND 1/2" REBAR; THENCE N18'38 28"E 10.10' /
TO A FOUND 1/2" REBAR; THENCE ALONG A NON -TANGENT CURVE TO THE EAST, OPEN TO THE / / 4.�"d({ �/ \0 FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
�� PIN PAGIS: \ �� NORTH, WITH A RADIUS OF 955.37' AND LENGTH 269.25' FOR A CHORD BEARING AND DISTANCE OF / / 6 // �� AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA} FLOOD INSURANCE RATE MAP
E\ N 138,345.56' ' \ / h / CZ (FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS:
\ S0, 579-18'52"E Zaj3: TO THE NORTHEAST CORNER OF LOT 2; THENCE LEAVING THE SOUTH R.O.W. / y1�j O PJ / �O COMMUNITY PANEL NUMBER 050151 0013 E DATED NOVEMBER 3. 1993.
E 1,249,109.04' eU OF THE RAILROAD ALONG THE EAST LINE OF LOT 2 S29'52'22"W 367,20' 10 A FOUND 1/2" REBAR; / ,F / < / O
R 7 8719" �N69 1�RO)` PIN��\\\ COt�ETBA\ BEGINNING, ECLOSGINGLOgG123 SQUARELIFEETOFOR04. 582ACRES, ORE OR LESS.
POINT OF // yb�� 4t1I // / /F�� V// LAY WITHIN A45 ACCORDING 0THE 1 0 YEAREFLOOD ZONECHE BELOW EOLEVATIONG2 9', AND McEAST OCLEDARY ILAND'OS INITALISURVEYS
(703.94') (N6¢82p S6ty �aE, ��CN�rye, ttNf \� ��//� / /moo �O RESULTS
ISSINDICATE THAT SHOWN AS DETAIL 'A' OF THE
LAYS BELOW ELEVATION 249'. A COPY OF THE ABOVE
7 = 24,11' 9y8, N 08• J �J
L = 48.21 (48,36� ` \' ' A = 19.47'28• // / ng Jw / v / O O /4 O / NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
�3 �w 15�� \ R = 381.97' / /� `l0 // •3e� 0P /v =/ OF ANY PROPERTY CORNER MONUMENT.
�XFIRE HYDRANT, SOUTH OF S02Q\ Un(/jy \ \ T 66.64' // p?�. / �O�� / Iry CI
ROAD, 153' NORTHWEST fA L = 131,94' / �y/ / Jn O C 5 ERROR OF CLOSURE: THIS SURVEY MEETS HE STATE OF ARKANSAS MINIMUM STANDARDS FOR
`�' eNr ``..t�`�pp,�� F-' riP / \°j .43" J� /c �/ POSITIONAL ERROR IN URBAN SURVEYS OF 0.10 FEET.
riP9v0507�101
`�O �5y // `rye Cp^
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESEN?
"SOUTHWESTERN BELL CABLE ROUTE" \ pgGlS.l \ // �P��ry� 0 P / ' ` .E / �/ QC UPON IT.
N 138.233.05' \ // �p / \ �. / / /Q �J �z of /
\ E 1,249,440.67' THIS SURVEY IS FOR THE USE AND BENEFIT OF PPP GROUP B. LC LAND DRAGO PARTNERS
/ Q p/ IN CARE OF
\ SET 1/2� REBAR
ti MITCHELL LAW FIRM
\�0 f� N) �lys•0g" 1p/NO Bq' 425 W. CAPITOL AVE
SUITE 1800
1 1S. Wj LITTLE ROCK, AR 72201
J3¢ •w \ // �•r� / / / 4 / PHONE 501-688-8800
LO`ASPHALT 23 // Olkz
1, DRIVEWAY 9'68` fS' 7 //,\A / EAST LINE OF EASEMENT TO P'
3 oqf\ UnCI 7 / CERTIFICATE OF OWNER
7Y / pep/ / OT 2B ANGLE POINT o/
�`�lf�l 7/ /// // N75'Ot'10"W 0.55' / / Q� We, the undersigned, owners of the real estate shown and described herein, do hereby
LINES pe_, ��, / PAGIS: ` "��.3iS� FD. 1/2" REBAR Q certify that we have laid off, platted and subdivided, and do hereby lay off, plat and
N 130136.55 �Q O PAGIS: / subdivide said real estate in accordance with this plat.
120 ll j� \.N2f 3p f?• / �-E 1249725.11 / y> ry , E 1249870.67 / g
R/ (� 7S SET 1/2 REBAR ry ^i to^ry Signed,
cN r OP A� Bose, w_ � � , _ ` ry ��'��.-
wq Y - OME_N7S• ` `69 1 j2• REBAR,
1j 017'10^w ` POINT OF COMMENCEMENT Dote of E ecution
(NZSj7j• 3¢' �� _FOR DESCRIPTIONS / Name PPP GROUP B LLC
ONE -
(fI7.33) PAGIS C. MAURICE MITCHELL, AGENT
ROUTE'
N 138106.22
\ SOUTHWESTERN BELL CABLE
E 1249838.46 / Address MITCHELL WILLIAMS SELIG GATES WOODYARD, PLLC
425 W. CAPITOL AVE SUITE 1500
�\
N C R T LITTLE ROCK, AIR 72201-3525
LEGEND
,(t Source of Title:
A
PERT � 13 SPECIAL WARRANTY DEEDS NUMBERED 99-058963 THRU
w? Y FOUND PROPERTY MARKER, � TYPE AS NOTED 99-058975 INCLUSIVE. RECORDED JULY 21 1999.
OQ SET 1/2" X 24" REBAR CERTIFICATE OF SURVEYING ACCURACY
HOK-�` ZONE X I b POWER POLE • I•`- ', I, Richard A. Watson, hereby certify that this plat correctly represents a boundary
-� " survey made b me and all monuments shown hereon actual) exist and their location,
TPEGO TELEPHONE PEDESTAL VO, 1 14 �. Y Y Y
', •-�.�� tJ` t�l.%�: size, type and material are correctly shown.
'oqT LOT -ONE- OVERHEAD ELECTRIC LINE
Signed,
\ ZONE X
i
_YO
t a
\ V`� �� � w r,� � / - Dote' of Execution
� a •'
.+.. ♦ /�', •••��+�^' !chard A. W tson
_ _ ..� 1 :,ei}'�' 1 /�r,�t� �:�. Registered nd Surveyor No. 653, Arkansas
_TH/ JC' . s •,.. • • - � fV[f_ '
t,
ZONE A
DETAIL "A"
SCALE 1"=500'±
COPY OF PANEL
050181 0013 E
NOVEMBER 3, 1993
GRAPHIC SCALE
50 100
( IN FEET )
1 inch = 50 ft.
CERTIFICATE
OF ENGINEERING ACCURACY
I, James E.
McClelland, hereby certify that
this plat correctly represents
a plan made
by me, and
that engineering requirements
of the Little Rock Subdivision
Rules and
Regulations
have been complied with.
FINAL PLAT
Signed,
s S'g d
a es E. McClelland
Date of Execution
By.
istered Engineer No. 3412. Arkansas
DATE: r�
r
VICINITY MAP
SCALE 1"=2000't
COPY OF 7.5 MIN. QUADRANGLE
S; r- 7 _/� \99-5963\5963-S1.DWG