HomeMy WebLinkAboutS-0957-G Map 2O AG
V
� �i �I RR �� FAT
C5 4 El-,/
7,7
H MIA HO SaDIVISION 28`�81i4 Is,
BC E 20 �1 OLD FOURCHE
` CHANNEL
T
odc�o�o o CIE�oAl
Gym
o�
a
J) a
Z
QU
NW Ln
d
I5.
U-3<
o j
L N N
J
� I'D
wLu
LL
N � -
I o
uj
o E0
� � N
Njl
O � Q
p w
/_I.-
0) 0
Cn 0�
_rn a
/ N0)
J � j
O p�
3 on
� o j
j J
J � u
d u „
a N
�-7
=a,a
Ls L E
o X -
i Q
TRACT
AREA 204
REYNOLDS METALS CO.
17.62 AC.
ROCK PORT RR
�IT1LE _mot'
TRACT A
AREA 2pHOR1 .
LITTLE ROCK PORT INDUSTRIAL PARK
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
GENERAL
NOTE:
LITTLE ROCK ARKANSAS
I, AE. 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 III YEAR FLOOD ELEVATION VARIES FROM 247 TO 246
THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND
2.
PROPOSED MINIMUM FINISH FLOOR TO BE 1' ABOVE FLOOD ELEVATION.
REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED.
INDUSTRIAL HARBOR AREA
3.
ALL AREAS MUST BE FILLED TO A MINIMUM ELEVATION
TRACT
A
DATE OF EXECUTION WILLIAMS E, RUCK REGISTERED PROFESSIONAL
OF 24-5.5 PRIOR TO THE DEVELOPMENT OF INDIVIDUAL SITES.
AREA
302,/
SU FOR NO. 8, ARKANSAS
j.a
4.
THERE WILL BE A 70' BUILDING SETBACK ON ALL
P R E LI M I I N AR Y PLAT
STREETS.
RIVER
CEMENT CO.
�—
CERTIFICATE OF PRELIMINARY
5.
THIS DRAWING WAS COMPLIED USING PAGIS CONTOURS AT A
DESIGNED BY: wo
SCALE: r. ,
4.00 AC.
ENGINEERING ACCURACY
2 FOOlT INTERVAL ON THE NGVD-29 (MSL) DATUM. THE
DRAWN BY:
GARVERIENGINEERS
UUB NUMBER
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
TWS
1010 Battery St.
0010008
CHECKED BY:
EXISTING LEASE AREA FOR
PLAT MADE BY ME AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
COORDINATES.
WER
Little Rock, Arkansas
SHEETNO,
LITTLE ROCK PORT CARGO
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
DATEq.. Z000
1-501-376-36337
of
DATE OF EXECUTION WILLIAM E. RUCK REGISTERED PROFESSIONAL
6.ALL
PROPERTY WITHIN THIS AREA IS ZONED 1-3, AND CONTAINS
HANDLING OPERATION (19.4
AC.)
E NIrER NO. 586, ARKANSAS
550t ACRES.
o
:
300 0 300 600
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
LEGAL DESCRIPTION
ALL REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
SINCE THAT TIME.
A PARCEL OF LAND SITUATED IN SECTIONS 14 AND 15, TOWNSHIP 1 NORTH
RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN
8.
OWNER'S NAME AND ADDRESS: SOURCE OF TITLE:
,
RANGE 11 WEST OF FIFTH PRINCIPAL MERIDIAN, CITY OF LITTLE ROCK,
FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS
PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS
OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
LITTLE ROCK PORT AUTHORITY BK 1519 PAGE 35-39
FOLLOWS:
7500 LINDSEY ROAD INSTR. NO. 35724
ALL THAT PORTION OF SECTION 14, LYING SOUTH OF THE ARKANSAS RIVER,
DATE
LITTLE ROCK, ARKANSAS 72206
AND ALL PORTION OF SECTION 15, LYING EAST OF FOURCHE ISLAND LEVEE, OR
EAST OF THE OLD FOURCHE CHANNEL, AND LYING SOUTH OF ARKANSAS RIVER,
DATE OF EXECUTION L R PLANNING CONTAINING 550.0 ACRES, MORE OR LESS.
�
PROPOSED STREET CONSTRUCTION: 6820.4 LF
COMMISSION PROPOSED RAILROAD CONSTRUCTION: 78,457-04 LF
EYIST. ACCESS / // F.B. PROUTFALL OPOSED
NI CONSTUCTION: 4700 LF OF 20' FL, 900 LF 25'
AND 400 LF OF15' FBLEGEND
ESMT. 10. LOTS WILL BE PLATTED IN SINGLE LOT FINAL PLATS AS DEMAND DEFINES
LOT SIZE.
25 DRAIN E
A,Q �� \\ 6R pT qO FAl
11. STREET DESIGN REQUIREMENTS; INDUSTRIAL STREET WITH OPEN
EASEMENT \? ��/ \ Od qRT NG R DRAINAGE, TWO 14' LANES AND 6' SHOULDER WITH 4' SAFETY ZONE; SIDE
\ C q q/ SLOPES 3:1 MAX., EARTH BANK ROAD DITCHES.
EXISTING / \ SOu?fq 30 �ROgO
02 ALDEN BOWEN ROAD / \ FRN ° rR
OOK 40, PAGE 86� �r� \\ \ \ 6 o -1p kpe
3S
%/ I I ORDINARY HIGH WATER 231 3
4/ egCk\ \ \ j EXISTING FILLED AREA
/ \ 70. I I ELEV. 246.00±
G \ �0 �3lDG. $ET I
- RIGHT OF WAY
- BUILDING SET BACK
M EXISTING STREET PAVEMENT
PAGIS MONUMENT
DRAINAGE CALCULATION POINT
EXISTING PAGIS �cj 8 \R/1�y — G%< I Rq/\ LITTLE ROCK PLANNING CO+Iil ION
MONUMENT 2(�91 THE / I I _110 p,,,,� \ 63 A�. °�O Ay \ AS NOTED IN THEAEEBOI EPLANONI IM71MIII ON
AUT T _I L� I \ I NSF MINUTE ORD A D �Z �a
C R PORT Z E� o �- �� _ _ AREA 300 S \ BY: �
OREIGN TRAD�-
LITTLE ROCK PORT INDUSTRIAL PARK
PLAT BOOK 27, PAGE 86
DRAINAGE AREA CHART
PT, NO.
AREA (ACRES)
Q (CfS)
1
55
140.8
2
97
295.4
3
100
278.4
4
115
325.2
5
210
338.0
I I I \ \ DATE: 40
AREA 400 \ ��� '5--
1
Q 1 I I � I
AREA 400 m I ^I I 1 I PARTIALLY FILLED AREAEXIST7 f'
- --
� � I I II .246OOI NG FILLED AREA
�ELEV
�9�F �O \\ So0 o I I I I PHASE 4 ACCESS DRNE
�p� -j _ I I I \ (740 L H
10 co
DOQ JA o I¢I I I \ INSrR�,
N0,
<< LL——t--------------I
PHASE 2 RAILROAD
CROSSING
PHASE 1 OUTFALL 9����\ 50 RR ROW I I INTERMODAL CONNECTOR ROAD PHASE 1 (2050 L,F,) I RAILROAD PRASE--2
I
DRAINAGE CHANNEL — 6780 L.F. I pO
�6 \ PHASE 2 RAILROAD I 1
CROSSING I f
s9 \\\ d"O p' I I w I I ANDSSWIICH ITR�CKSEXTENSION I
LU
121 AC.PHASE j
I
2 CARGO DOCK, TRANSIT SHED,
AND WHARF (L.R. PORT AUTHORITY)
s.
3
ICI
I
o�
/ I
1z�
'
,,---------------
I
---------- ----
\ o
I
i
FRED I. BROWN
aC? i i INDUSTRIAL HARBOR
� s I
O
\ ' i O
\ \ I
\ \ I I RAILROAD PHASE 5
\ _ - (4780_ L.F.
55' RR ROW
68 AC. o
_ w
FRAZIER—PIKE - - 25 F.B CHAINN L \� ` - — - PHASE 5 soUiN - /�' a 3 L
R=548 - - _ \ - R=450.0 (2690 LF.) R DRNE
3739.76t - -
TRACT E-2 LITTLE ROCK CITY LIMITS -LITTLE ROCK PORT BOUNDARY - -
� � \ � II
AREA 103 I IPAGIS MONUMENT ` I 31.0'
21.4 AC.
VINYL I I I \ i I ISGRIG'S PROPERTY
BUILDING
VICK" ww I I I II I
ME
PRESERVED
C. 0. E.
EASEMENT
FOR
DREDGED FILL
R(GIS
'• ARKA
:. N
1610.0't _
ISGRIG'S PROPERTY