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TRACT A, AREA 204
TRACT A
AREA 204
REYNOLDS METALS CO.
17.62 AC. RaaK'aRt RR
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LITTLE ROCK PORT INDUSTRIAL PARK
LITTLE ROCK ARKANSAS
INDUSTRIAL, HARBOR AREA
PRELIMIINARY PLAT
DESIGNED BY: WER 1'-3W
DRAWN BY: .�5 GARVER I ENGINEERS JOB NUMBER
001000
CHECKED BY. WER 1010 Battery St. SHEET NO.
Little Rock, Arkansas
DATE: APRIL I., 2000 1-501-376-3633 of
300 0 300 600
LEGAL DESCRIPTION
A PARCEL OF LAND SITUATED IN SECTIONS 14 AND 15,
TOWNSHIP 1 NORTH RANGE 11 WEST OF FIFTH PRINCIPAL
MERIDIAN, CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
ALL THAT PORTION OF SECTION 14, LYING SOUTH
OF THE ARKANSAS RIVER, AND ALL PORTION OF SECTION 15,
LYING EAST OF FOURCHE ISLAND LEVrE, LAYING EAST
LINDSEY ROAD, AND LYING SOUTH OF ARKANSAS RIVER,
CONTAINING 377.0 ACRES, MORE OR LESS.
�,/N55 ATE 07-o
ARKAN* AS $�Z
R
IONAL
NGINEER oe
`�� No.4686�s0�
EAF�
ve,�
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CROSSING _ ASE A LROAF/// � v 2. rt.�� ✓lac •, �� �_��
PHASE 1 OUTFALL DRAINAGE CHANNEL
PHASE II RAILROAD z I
CROSSING 1 I I Iw I i PHASE II RAILROAD EXTENSIONDO
I z I AND PHII
SWITCH
TRACKS
DOCK, TRANSIT SHED, I O r
� I 121 AC. PHASE
I I I AND WHARF (L.R. PORT AUTHORITY) I
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY GENERAL NOTE:
I, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A 1. NORMAL POOL ELEVATION OF ARKANSAS RIVER IS 231.0.
BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE 100 YEAR FLOOD ELEVATION IS 245.0
THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND 2. MINIMUN FINISH FLOOR ELEVATION 248.0
REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. 3. ALL AREAS MUST BE FILLED TO A MINIMUM ELEVATION
TRACT A DATE OF EXECUTION WILLIAMS E. RUCK REGISTERED PROFESSIONAL OF 245.5 PRIOR TO THE DEVELOPMENT OF INDIVIDUAL SITES.
AREA 302 SURVEYOR 0. 908, ARKANSAS 4. THERE WILL BE A 70' BUILDING SETBACK ON ALL
r �p p t.dR/, STREETS.
RIVER CEMENT CO. CERTIFICATE OF PRELIMINARY 5. THIS DRAWING WAS COMPLIED USING PAGIS CONTOURS AT A
4.00 AC. ENGINEERING ACCURACY 2 FOOT INTERVAL ON THE NGVD-29 (MSL) DATUM. THE
TRACT B, AREA 300 (L.S.I, INC.) I, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A DRAWING WAS PREPARED IN AUTO CAD (14) WITH NAD'83
EXISTING LEASE AREA FOR PLAT MADE BY ME AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK COORDINATES.
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
LITTLE ROCK PORT CARGO DATE OF EXECUTION WILLIAM E. RUCK REGISTERED PROFESSIONAL 6. ALL PROPERTY WITHIN THIS AREA IS ZONED I-3, AND CONTAINS
'
HANDLING OPERATION (19.4 AC.) ENGI1� 686, ARKANSAS 550t ACRES.
° 3 govo f�aLGG
7.PROPERTY LINE DATA IS TAKEN FROM SURVEYS DONE AT THE TIME
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL OF THE INITIAL PROPERTY ACQUISITION. NO RESURVEYS HAVE BEEN DONE
ALL REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS SINCE THAT TIME.
RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN 8, OWNER'S NAME AND ADDRESS:
ULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS
DF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE LITTLE ROCK PORT AUTHORITY
7500 LINDSEY ROAD
1��R Ce DATE LITTLE ROCK, ARKANSAS 72206
MFti DATE OF EXECUTION L.R. PLANNING '9. PROPOSED STREET CONSTRUCTION 6820.4 L=
RO90 COMMISSION PROPOSED RAILROAD CONSTRUCTION 78,457.04 LF
PROPOSED OUTFALL CHANNEL CONSTUCTION 5600 LF OF 20' F.B. AND
PARK 400 LF OF 15' F.B.
EXIST. ACCESS ESMT 0 ��, 10.LOTS MAY BE PLATTED IN SINGLE LOT FINAL PLATS AS DEMAND DEFINES
TANKS LOT SIZE.
\ AREA 300
EXISTING \ -RA PORT FXISTINc
ALDEN BOWEN ROAD 6.'59 AC RgI<R�
BOOK 40, PAGE 86SCA`IN
\\ STR \ q
\ \ TANK ORDINARY HIGH WATER 231
\ \
\ \ I I EXISTING
246 OOt D AREA
AREA 300 TRACT B-1 �\ - - �- _ HAR@-� 63 AL
SOUTHERN SCRAP XPRESS _
6.80 AC. > > I �- - --_ 1��� AREA 300 qp
0 110' ROW��--�����\
TAN A 0 I I I I AREA 400CID
\
O AREA 400TRA
I I PARTIALLY FILLED AREA
0 I ILLED AREARE4 EXi�TItiv FSAFE ELEV. 246.00 t\� \ PHASE IV SLACKWATER \
O PHASE 2 ACCESS ROAD I I
KLE 9p (1170 L.F.) --- __ v I_ I I I PHASE 1 ACCESS ROAD \ �, ARBOR ROAD (740 L.F.)
10.00 AC. ��s J I I (2050 L.F.) - D 50' RR ROW
00
J cl� I I f_ _I INTERMODAL CONNECTOR ROAD
50' RR ROW I N_ — — — PHASE II RAILROAD
LITTLE ROCK PORT INDUSTRIAL PARK
TENNI UR A C O
a AREA 10 PARKIN(,
DQ ST FOOD
r, 25vQ0 AC.
P SE II
C SSINI (
TRACT B
--L4Bf A 103
O'NEAL STEEL
17.16 AC.
—130 AC.
v 11� I lol O O
110' ROW I I I FRED I. BROWN
I I INDUSTRIAL HARBOR
F va I I I I I I I PHA(RAILROAD
4780 L.F.) -0
- --
\ I I I I I _ N-) -
PHASE =5 RAILROAD —�
PHASE 1'DRAINAGE STRUCTURE \�
\ PHASE 5 ACCESS ROAD �� / 68 AC.
(2800 L.F.) w o
PHASE 1 ACCESS ROAD _ _
(2730 L.F.) / �h PHASE_5 ROAD —J 110' R W Q Q
FRAZIER PIKE _ - - - - - - - - - Lj III,
REA 103 I AREA 103
19.38 AC. 9.98 AC. 15 AC.
WHEATLAND TUBE
44.38 TOTAL AC.
TRACT E-2
AREA 103
21.4 ,AC.
VINYL
BUILDING
I LITTLE ROCK CITY LIMITS -LIT LE ROCK PORT BOUNDARY -
\, 1 I
I
I
ISGRIG'S PROPERTY
PRESERVED
C.O.E.
EASEMENT
FOR
DREDGED FILL
ISGRIG'S PROPERTY