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S25'25'28"E
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J — — —EDGE OF RIVER —
S24'31'54"E
LINE ALONG TOE OF LEVEE STRUCTURE — —
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I— —-------- LEVEE EASEMENT _PER BOOK 1314_PAGE 197----------------- 2
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1124 III- �" �6 AI �8.5" MARINA WALL
-------_---- I \CkCpNc TOP EV. 254.67 CFI �5 �J%j
15' UTILITY EASEMENT I — — ��-------
- f---- - (3)TRANSF ER PADS UTILITY EASEMENT
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lI PROPERTY LINE AT LAND
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in - LL _ _ 50' SANITARY
h ------ --- N. S - ALA----- SEWER - - - - - - -- G'
vJ`' 42MgIN SEWER FORCE tSS EASEMENT
FD. 1/2" REBAR RPO PER RECORDON 61
— — — ( P NT OF BEGINNING 50 I I '..0 L11
S68'0247 W — — —
3_TO STREET CL 1 70' UTILITY I EASEMENT — — — —
------ —�-- 85" MARINA WALL
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GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
N 159,771.75
E 1,220,641.97_
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PROPERTY LINE AT L
SIDE EDGE OF WALL
STATE PLANE
COORDINATE
SCHEMATIC
NOTE: DIRECTIONS SHOWN ON THE MAIN PLAT
ARE ROTATED TO FIT THE RECORD PLAT AS
NOTED IN THE DESCRIPTION AND WILL NOT
N 159,719.41 MATCH INVERSES BETWEEN THE COORDINATES
E 1,220,516,60 SHOWN.
THESE COORDINATES ARE BASED ON TIES TO
PAGIS POINT 2019 AT THE INTERSECTION OF
RIVERFRONT DR. AND RIVERBEND RD.
N 159,402.87
E 1,220,429.487
N 159,425.27
E 1,220,397.91 N 159,362.21
N 159,516.01 E 1,220,400.54
E 1,220,270.28 N 159,384.62
E 1,220,368.93
N 159.590.09 N 159,462.69
E 1,220,206.86 E 1,220,232.49
N 159,465.39
E 1,220,222.81
c�
Qi N07.
„�. 464 F
POINT OF �00 00 SOUTHEASTOCORNER COMMENCEMENT
NW1/4 OF SW1/4 OF SECTION 33
T-2-N, R-12-W
I (COMMON COMMENCEMENT POINT FOR
ADJACENT RECORD PLATS)
4
& TACK
2"X24' REBAR & CAP
OFFSET FROM CORNER
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PLATFORM
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_25'
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LONG X 1' WIDE
�
CONCRETE BLOCK LOCK
CONTROL BUILDING
CROSSES LINE AS SHOWN
FD 1/2' REBAR 11.30' ALONG LINE FROM CORNER
�MH 1097
TOP ELEV. 254.18
MH 1102
TOP ELEV. 254.12
MH 1103
TOP ELEV. 254.10
A(;INITY MAP
SCALE 1'=2000't
o ' a ,.n NMI WM`R.wnx
SURVEY DESCRIPTION:
A PART OF THE SOUTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER (SW1/4 SW1/4) OF SECTION
28 AND THE SOUTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER (SE1/4 SE1/4) OF SECTION 29,
TOWNSHIP TWO NORTH, RANGE TWELVE WEST (T-2-N R-12-W), PULASKI COUNTY ARKANSAS; MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE NW1/4 SW1/4 OF SECTION 33, T-2-N R-12-W (SAID
CORNER BEING THE COMMON POINT OF COMMENCEMENT FOR TRACTS WITHIN THE RIVERDALE ADDITION TO
THE CITY OF LITTLE ROCK); THENCE N01'35'41"E 464.00' TO A POINT ON THE SOUTH LINE OF THE
RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE ALONG SAID SOUTH LINE
N88'42'19"W 483.19' TO A POINT ON THE CENTERLINE OF RIVERFRONT DRIVE; THENCE LEAVING THE
SOUTH LINE ALONG THE CENTERLINE N19'45'20"W 4376.04' TO A POINT ON THE CENTERLINE OF
LEGEND
MORGAN KEEGAN DRIVE; THENCE LEAVING RIVERFRONT DRIVE ALONG THE CENTERLINE OF MORGAN KEEGAN
N70'15'33"E 364.54' TO A FOUND 1/2" REBAR AT THE SOUTHWEST CORNER OF RIVERDALE
SURVEY CONTROL MONUMENT
ADDITION TRACT RH-2A FOR THE POINT OF BEGINNING FOR THIS SITE; THENCE LEAVING MORGAN
ADDITION
(TYPE AS NOTED)
KEEGAN DRIVE ALONG THE SOUTH LINE OF TRACT RH-2A N6T12'3D"E 335.65' TO A FOUND 1/2"
ELEVATION BENCHMARK OR
0
REBAR AT THE TOP OF THE ARKANSAS RIVER LEVEE; THENCE CONTINUING ALONG THE SOUTH LINE OF
LOCATION OF BUILDING FLOOR ELEVATION
RH-2A N6712'30"E 135.86' TO A POINT, PASSING AT 110.86' A SET 1/2" REBAR MARKING A 25'
• FOUND suRvev BOUNDARY MARKER
OFFSET TO THE CORNER; THENCE LEAVING THE SOUTH LINE OF LOT RH-2A S25'25'28"E 498.55' TO
(TYPF AS NOTED)
A POINT ON THE NORTH LINE OF RIVERDALE HARBOR; THENCE S70'14'06'W 219.27' ALONG THE
Q SE1/z' x z� REBAR
NORTH LINE OF RIVERDALE HARBOR, PASSING AT 50.00' A SET 1/2" REBAR MARKING A 50' OFFSET TO
(UNLESS OTHERWISE NOTED)
THE CORNER, TO A POINT AT THE LANDSIDE EDGE OF AN 8.5" CONCRETE MARINA WALL, SAID POINT
❑ STORM DRAIN GRATE
BEING S70'14'06"W 11.30' PAST A FOUND 1/2" REBAR ON LINE WHICH MARKS THE NORTH AND WEST
® STORM WATER MANHOLE
LINES OF RIVERDALE HARBOR; THENCE FOLLOWING ALONG THE LANDSIDE EDGE OF THE MARINA WALL THE
O SANITARY SEWER MANHOLE
FOLLOWING COURSES AND DISTANCES TO ANGLE POINTS IN THE WALL: N54'44'40"W 268.60';
S35'18'43"W 49.90% N54'47'32"W 38.75'; N35'21'14"E 49.92% N54'43'04"W 156.60';
DIRECTION OF DRAINAGE now
S35'11'33"W 65.35'; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'34'26"W
EPEDD ELECTRIC PEDESTAL
10.05' TO A FOUND 1/2" REBAR ON THE WEST LINE OF RIVERDALE HARBOR; THENCE N07'25'13"W
125.72' TO THE POINT OF BEGINNING, ENCLOSING AN AREA OF 4.136 ACRES, MORE OR LESS.
TPEDO TELEPHONE PEDESTAL
YY FIRE HYDRANT
TREE (TYPE AS NOTED)
J
CURB LINE
SURVEYOR'S NOTES:
urf— —CAGE— BURIED ELECTRIC CANE
— —GAS— — — — —GAS— — GAS u[
ELEVATIONS ARE BASED ON PAGIS MONUMENT #2019 WITH A PUBLISHED ELEVATION OF 251.71 %
_W_ - - - W- _ - _ - WATER OW
BEARINGS ARE BASED ON A RIVERDALE HARBOR LOT RH-2A, DATED SEPTEMBER 29, 1993, RECORDED
IN PLAT BOOK D. PAGE 848.
ucm------------- UGTEL------ BURIED TELEPHONE LINE
STORM WATER LINE
SANITARY SEWER LINE
PROPERTY LINE
_ — RIGHT OF WAY UNE
CONTOUR INTERVAL = 1 FOOT.
— — — — — BUILDING SETBACK UNE
FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 7 TO JULY 9, 1997.
— — — — — — — — — — — EASEMENT UNE
---- - - — - - DITCH OR STREAM LINE
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FLOOD INFORMATION: EXCEPTING THAT PART OF THE SITE WHICH LAYS ON THE RIVER SIDE OF THE
LEVEE WHICH IS IN THE ARKANSAS RIVER FLOODWAY, NO PART OF THIS SITE IS WITHIN A 100 YEAR
SPECIAL FLOOD HAZARD AREA AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)
FLOOD INSURANCE RATE MAP (FIRM) FOR
THE CITY OF LITTLE ROCK, ARKANSAS,
COMMUNITY PANEL NUMBER 050181 0008 E. DATED NOVEMBER 3. 1993.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
THE RECORD LOCATION OF THE LEVEE EASEMENT HAS NOT BEEN VERIFIED. THE LOCATION SHOWN
IS BY OFFSETTING FROM THE LINE ON TOP OF THE LEVEE AS SHOWN ON THE DRAWING.
SOURCE OF TITLE: PLATS RELATING TO THIS PROPERTY, AS RECORDED WITH THE PULASKI COUNTY
CIRCUIT CLERK'S OFFICE:
RIVERDALE ADDITION, TRACTS RH-2A & RH-2B, PLAT BOOK D. PAGE 848,
RIVERDALE ADDITION, TRACTS B-1 & B-2. PLAT BOOK A, PAGE 173,
RIVERDALE ADDITION, TRACT RH-4, DATED 3-15-95.f*4RE( r1RDED, PROVIDED BY WHITE-DATERS &
ASSOCIATES.
CERTIFICATE OF OWNER
N 159, 321.00
E 1,220,854,98 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, plot and
subdivide said real estate in accordance with this plat.
Signed,
Dote of Execution
Name
N 159,247.32 Address WIN.40Gk :NTERNAT70NAL INSrITYTE FOR AG,R/GOL?714A.: OEYEL0R41E'VT
E 1,220,648.46
2230 COTTONDALE LANE
ITT _ ROCA , AR 72202
Source of Title:
Deed Record Book 7 b Page
or Instrument Number ajG
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 regulations.
Signed,
Nome
Little Rock Planning Commission
PROPERTY OWNER FOR THIS SITE:
WINROCK INTERNATIONAL INSTITUTE FOR AGRICULTURAL DEVELOPMENT
MARION BURTON, AGENT
2230 COTTONDALE LANE
LITTLE ROCK, AR 72202
ZONING AND SETBACKS: THIS SITE IS PART OF THE RIVFRDALE HARBOUR PLANNED UNIT DEVELOPMENT
OF FEBRUARY, 1988, AND HAS BEEN APPROVED FOR A NINE -STORY OFFICE BUILDING. SPECIFIC
ZONING AND SETBACK REQUIREMENTS ARE NOT SHOWN ON THIS P.U.D. PLAN.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
""'��•'MA"ti THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
CERTIFICATE OF SURVEYING ACCURACY
•! I, Sidney A. Rauch, hereby certify that this plat correctly represents a boundary
survey made by me and all monuments shown hereon actually exist and their location,
0 r. /�j;, size, type and material are correctly shown.
til.r .NV l:
lr • �b" �::'' y7L Signed, O �7
•••''''ON'�1.. ''f • 1i+..Mr L /f 0 4C3cL�wv2ua,
Sidney A. ouch Date of Execution _
Registered Land Surveyor No. 1300, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
SlA7-. y
I, James E. McClelland, hereby certify that this plat correctly represents a plat mode
A II M _ by me, and that engineering requirements of the Little Rock oubdivislon Rules and
t Regulations have been complied with.
IreOFS�%, UNAL Signed.
�JE No. -:A I? , . J m s E. McClelland Dat�cut(on
F �BClf1V.A a ter
ed Engineer No. 3412. Arkansas
CERTIFICATE OF RECORDING
This document, number _ filed for record
I
in plat bock page
Signed,
I
(Name) Clerkw
X*
1-13-98 ADDED PROPOSED BLDG, DCS Little Rock, AR
STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE ALTERED PROP LINE & DESC.
500-02N-12W-0-28-330-60-1300 500-02N-12W-0-29-220-60-1300 IREVISIONS 1 900 W. Markham
McClelland
Consulting
ACXIOM PLAZA
LOT RH-4
BEING A REPLAT OF PARTS OF
TRACT B-1, B-2, & C OF
RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS
Engineers
Incorporated
Fayetteville, ARO'ED
SAR
DRAWN BY
DATE
1-14-98
SHEET
1810 N.Colle aSCALE
9
1
1"=30'
JOB N0.
LR97-5914
FELD BOOK
SDR33
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