HomeMy WebLinkAboutS-0957-J Map 19.
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PIKE
L=79.03'
R=50.00'
POINT OF COMMENCEMENT
% SOUTH 1/4 CORNER OF
/ SECTION 15 T-1-N, R-11-W
FOUND 1/2" REBAR
NO2'08'46"E
:.POINT OF -
BEGINNING
S87654' 14 "E
9.89
N 13604'2.63
N43'09'42"W E 1259256.48
CHORD 70.33'
L=78,00'
1 R-50.00'
N 135991.33
E 1259304.59
1
10
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LAND DESCRIPTION
A TRACT OF LAND SITUATED IN SE 1/4 OF SECTION 15 AND NE 1/4 OF SECTION 22. BOTH IN T-1-N, R-11-W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 15 AT A FOUND IRON PIN ON THE CENTER LINE OF FRAZIER
PIKE AS SHOWN IN PLAT BOOK 27 PAGE 86 CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE NO2'08'46"E
60.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF SAID FRAZIER PIKE; THENCE S87'54'14"E 9.89 FEET TO THE POINT OF
BEGINNING; THENCE S87'54'14"E 591.75 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 489.25 FEET AND
CHORD BEARING AND DISTANCE OF N70'48'19"E 355.30' FEET FOR A DISTANCE OF 363,61 FEET; THENCE N40'29'09"W 20,00
FEET; THENCE ALONG A CURVE TO LEFT HAVING RADIUS OF 469.25 FEET AND A CHORD BEARING AND DISTANCE OF
N44'17'54"E 85.32 FEET FOR A DISTANCE 85.43 FEET; THENCE S50'55'03"E 20.00 FEET; THENCE ALONG A CURVE TO THE
LEFT HAVING A RADIUS OF 489.25 FEET AND CHORD BEARING AND DISTANCE OF N23'11'45"E 267.85 FEET FOR A DISTANCE
OF 271.31 FEET; THENCE N07'18'33"E 1291.02 FEET, TO A FOUND 1/2" REBAR AT THE SOUTHWEST CORNER OF INTERMODAL
LOOP ROAD, AS SHOWN ON THE PLAT OF SLACKWATER HARBOR DRIVE, INTERMODAL LOOP ROAD AND DOCK DRIVE, RECORDED
IN BOOK G PAGE 531, CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE S88'39'14"E 120.65 FEET ALONG THE
SOUTH RIGHT-OF-WAY OF SAID INTERMODAL LOOP ROAD; THENCE S07'18'33"W 1303.55 FEET; THENCE ALONG A CURVE TO
THE RIGHT HAVING A RADIUS OF 609,25 FEET AND CHORD BEARING AND DISTANCE OF 523'11'45"W 333.55 FEET FOR A
DISTANCE OF 337.86 FEET; THENCE S50'55'03"E 20.00 FEET; THENCE ALONG A CURVE TO RIGHT HAVING A RADIUS OF 629.25
FEET AND A CHORD BEARING OF S44'17 5h W 114.41 FEET FOR A DISTANCE OF 114.57 FEET; THENCE N40'29'09"W 20.00 FEET;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 609.25 FEET AND CHORD BEARING AND DISTANCE OF
S70'48'19"W 442.44 FEET FOR A DISTANCE OF 452.79 FEET; THENCE' N87'54'1'4"W 480.71 FEET; THENCE ALONG A CURVE TO
THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING AND DISTANCE OF S46'48'48"W 71.06 FOR A DISTANCE
OF 79.03 FEET 70 THE EAST RIGHT-OF-WAY OF SAID FRAZIER PIKE: THENCE N01'31'50"E 120.98 FEET ALONG EAST
RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND CHCRD
BEARING AND DISTANCE OF N43'09'42"W 70.53 FEET FOR A DISTANCE OF 78.00 FEET TO THE POINT OF BEGINNING; SAID
TRACT OF LAND CONTAINING 7.395 ACRES (322,106 S.F.) MORE OR LESS.
1 SET C.P.S, / \boy
0
N 136021.35 F
E 1259837.94 / J
00' 48 "
CHORD 355,30'
\ 61'
/ R=489.25'
F so.
vJF��F
fsF Doti 2�,
F F
10'A 9�
F
CL OF LEVEE
ZONE X (SEE NOTE 4)
u
CERTIFICATE �OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO
HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT,
J M DAILEY, MAYOR DATE OF EXECUTION
C ' OF LITTLE ROCK, RKANSAS
SOURCE OF TITLE: BOOK 1519, PAGE 35-39, INSTRUMENT NO. 93-35724
CERTIFICATE'OF ENGINEERING ACCURACY
1, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISIONt RULES AND REGULATIONS HAVE BEEN COMPLIED WITH,
,
Z- 13- C.3 //.4m f
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686
CERTIFICATE OF SURVEYING ACCURACY
I, WALTER V14 SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE UNDER MY SUPERVISION, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF E LITTLE ROCK
SUBDIVISIONRULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECU ION REGISTERED LAND SUR EYOR Nb. 979
WALTER H. SPAUL
CERTIFICATE OF FINAL APPROVAL
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 REGULA
TI ON S.
rt
DATE OF EXECUTION LITTLE ROC PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER 200,30 hall FILED FOR RECORD ffb 1J • 20S�2 IN PLAT BOOK
G PAGE 591 FOR BILL OF ASSURANCE SEE DOCUMENT NO.1-223002,7
CIRCU T CLERK
L=452.79 1 i J y
R=609.25 \ Y SW 1/4 SE 1/4
N 136138.17 / t
E 1260173.49
44-17'54"E LITTLE ROCK PORT N`""'4 <E'`4_
N 136153.38 CHORD $5.32'
E 1260160.5 ,R=86g25 AUTHORITY PROPERTY
N 136214.44 N23'11'45"E ' N 137728.56
E 1260220.09 CHORD 267.85 E 1260505.36
N 136201.83
L=271,31'
25'
/ � \ E 1260235.61 R=489....
136046.9 \\ir r 41s5--
Sso• N07'18'33 E
E 1260251.40 Ss. .r N 136448.03 -
0 03.. �. '; ' 36" RCP
0'29 O9 W oo F E 1260341.111291 A2
NW 1/4 NE 1/4
100
FOUND 1/2" REBAR
FOUND C,P.S.
N4 ... _ _
r _
N 136031.69 �� _ _ HARBOR DR
m
E 1260264.38 / - - -- o SLACKWAT-_ ER -- 4166 . -- --
S44'17'S4" _ _S07'18'33"W
CHORD 114.4 � _
� SET C.P.S. _ _ .....�. -�« - �' '" �"�'�- 1303.55 _ �-� N 137725.73
L=114.57 DOUBLE 6'X6' N 136126.18_` - - NE I/4 SE 1/4 E'1260625.98
R=629.25'
11
E 1260328.76 - _ ' 1 110 / BOX N 136432.77
550.55'03"E E 1260460.14 - _--- -- 1 -. I
/ 20.00' S 23'11'45'W SI_ 1 /4 SF 1 /4 Raw
CHORD 333.55' - ' FUTURE 60' RAILROAD 1
I E 1260344 29
L=337.86' ..- RIGHT-OF-WAY
GENERAL NOTES
1. III- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT
AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. LOCATE OR DELINEATE; BUILDING SETBACK LINES, ZONING
- REGULATIONS RESTRICTIONS OR OTHER ITEMS WHICH MAY AFFECT
SCALE: 1" = 100'
0 100 200 300
LEGEND
SET
C,P.S,
SET COTTON PICKER
SPINDLE
SET 1/2" REBAR
ty
FOUND MONUMENT
PROPERTY LINE
-'
EASEMENT LINE
RECORD LINES
- -
EDGE OF ASPHALT
FUTURE RAILROAD
"H+H+H+Hr++rrtt"
APPROXIMATE 40
ACRE LINE
PAGIS COORDINATES OF STORM DRAINAGE
PT #
NORTHING
EASTING
F.L. ELEV,
DESC.
4172
136167.70
1260210.54
237.49
6'x6' CONCRETE BOX
4178
136092.56
1260296.05
237.41
6'x6' CONCRETE BOX
4165
137270.47
1260445.52
240.31
36' RCP
4166
137254.68
1260562.70
239.17
36" RCP
APPROXIMATE 40
ACRE
AREAS
40 ACRE
TRACK
AREA (ACRE)
NE
1 4 SE 1
4 SEC.
15
0.17
NW1
4SE1
4SEC.
15
1.13
SW
1 4 SE
14 5EC.
15
5.12
NW
4NE1
4SC.22
1.0
2. NO -ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT
,THE.TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON.
3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM
PAGIS MONUMENTS 1001 AND 2001.
4. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181
0014 E AND DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE HAS
THREE ZONE CLASSIFICATIONS; ZONE X WEST OF THE LEVEE,.
DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN; ZONE X EAST
OF THE LEVEE, AREA OF 500 YEAR FLOOD, AREA OF 100-YEAR FLOOD,
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEE
FROM THE 100-YEAR FLOOD; ZONE AE SPECIAL FLOOD HAZARD AREAS
INUNDATED BY THE 100-YEAR, BASE FLOOD ELEVATIONS BY THE
100-YEAR, BASE FLOOD ELEVATIONS DETERMINED TO THE BETWEEN
ELEVATIONS 246.7 AND 246.6.
DEVELOPMENT, THOUGH THEY MAY EXIST. NO STATEMENT IS MADE
CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE OF
UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE
USE OR DEVELOPMENT OF THE TRACT.
6, RATIO OF CLOSURE: RADIAL SURVEY USING GPS. DOUBLE MEASURED
ALL POINTS WITHIN 0.1'.
7. ALL ROADS ARE 28' WIDE ASPHALT WITH 6' CHIP AND SEAL SHOULDERS,
Ij-
VICINITY MAP
,Cek 113 ZOOS
vI/• REGISTERED
PROFESSIONAL
k ENGINEER
No.4686 „off.'
'+yam..,.
u
SLACKWATER HARBOR DRIVE
RIGHT-OF-WAY DEDICATION
HNAL PLAI LITTLE ROCK PORT INDUSTRIAL PARK
s Signed
DATE: _I�[�� ARVER I ENGINEERS
1010 Battery St.
Little Rock, Arkansas
1-501-376-3633
5 do JANUARY, 2003