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GRAPHIC SCALE
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( IN FEET )
I inch = 30 ft.
120
N 159.771.75
E 1,220,641.97-
STATE PLANE
COORDINATE
SCHEMATIC
NOTE: DIRECTIONS SHOWN ON THE MAIN PLAT
ARE ROTATED TO FIT THE RECORD PLAT AS
NOTED IN THE DESCRIPTION AND WALL 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 1,22( 9.487
N 159,425.27
E 1,220,397.91 N 159'362.21
N 159,516.01 E 1-226-400.54
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
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O' POINT OF COMMENCEMENT
= SOUTHEAST CORNER OF
NW1/4 OF SW1/4 OF SECTION 33
T-2-N, R-12-W
( (COMMON COMMENCEMENT POINT FOR
ADJACENT RECORD PLATS)
98 010231
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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
VICINITY MAP
SCALE I'm2000J
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QSURVEY
CONTROL MONUMENT
(TYPE AS NOTED)
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ELEVATION BENCHMARK OR
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LOCATION OF BUILDING FLOOR ELEVATION
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
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SET 1/2• X 24• REBAR
(UNLESS OTHERWISE NOTED)
STORM DRAIN GRATE
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STORM WATER MANHOLE
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SANITARY SEWER MANHOLE
DIRECTION OF DRAINAGE FLOW
EPEDO
ELECTRIC PEDESTAL
TPED0
TELEPHONE PEDESTAL
YY
FIRE HYDRANT
TREE (TYPE AS NOTED)
JUNIN CURB LINE
UGE—
—UGE BURIED ELECTRIC LINE
— —GAS- —
— — -GAS— — GAS LINE
---W-----
- --- W- - - -- WATERLINE
------ UGTEL---------
---UGTL ---- BURIED TE66PWCE I31E
==—
-==--= STORM WATER UNE
_ _ _ _ _
_ _ _ _ _ _ _ _ _ SANITARY SEWER UNE
PROPERTY UNE
—
— RIGHT OF WAY UNE
- -
— - - BUILDING SETBACK LINE
- — — — —
— — — — — - EASEMENT UNE
- - - --
- - DITCH OR STREAM UNE
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, plat and
subdivide said real estate in accordance with this plat.
Signed,
Date of Execution
Name
N 159,247.32 Address 'I'`'"`'• ' `=RNArlONAL 357"!7-J; E FOR AG,gAC✓-'7&RJ DEXELORME417'
E 1,220,648.46
2230 C0-7-0.NDALE LANE
r _ qL CK , AR 7220.2
Source of Title:
Deed Record Book . Page
or Instrument Number BG -�Z,p/•r8
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,
2, a ad Y �e6 2, 14 9 e
Name: %Z/cNARU
Little Rock Planning Commission
SURVEY DESCRIPTION
A PART OF THE SOUTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER (SW1/4 SWt/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
NBB'42'19"W 483.19' TO A POINT ON THE CENTERLINE OF RIVFRFRONT DRIVE; THENCE LEAVING THE
SOUTH LINE ALONG THE CENTERLINE N19'45'20"W 4376.04' TO A POINT ON THE CENTERLINE OF
MORGAN KEEGAN DRIVE; THENCE LEAVING RIVERFRONT DRIVE ALONG THE CENTERLINE OF MORGAN KEEGAN
DRIVE N70'15'330E 364.54' TO A FOUND 1/2" REBAR AT THE SOUTHWEST CORNER OF RIVERDALE
ADDITION TRACT RH-2A FOR THE POINT OF BEGINNING FOR THIS SITE; THENCE LEAVING MORGAN
KEEGAN DRIVE ALONG THE SOUTH LINE OF TRACT RH-2A N67'12'30"E 335.65' TO A FOUND 1/2"
REBAR AT THE TOP OF THE ARKANSAS RIVER LEVEE; THENCE CONTINUING ALONG THE SOUTH LINE OF
RH-2A N67'12'30"E 135.86' TO A POINT, PASSING AT 110.86' A SET 1/2" REBAR MARKING A 25'
OFFSET TO THE CORNER; THENCE LEAVING THE SOUTH LINE OF LOT RH-2A S25'25'28"E 498.55' TO
A POINT ON THE NORTH LINE OF RIVERDALE HARBOR; THENCE S70'14'06"W 219.27' ALONG THE
NORTH LINE OF RIVERDALE HARBOR, PASSING AT 50.00' A SET 1/2" REBAR MARKING A, 50' OFFSET TO
THE CORNER, TO A POINT AT THE LANDSIDE EDGE OF AN 8.5- CONCRETE MARINA WALL, SAID POINT
BEING S70'14'06"W 11.30' PAST A FOUND 1/2" REBAR ON LINE WHICH MARKS THE NORTH AND WEST
LINES OF RIVERDALE HARBOR; THENCE FOLLOWING ALONG THE LANDSIDE EDGE OF THE MARINA WALL THE
FOLLOWING COURSES AND DISTANCES TO ANGLE POINTS IN THE WALL: N5444'40"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';
S35'11'33"W 65.35; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'34'26"W
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,
SURVEYOR'S NOTES:
ELEVATIONS ARE BASED ON PAGIS MONUMENT #2019 WITH A PUBLISHED ELEVATION OF 251.71%
BEARINGS ARE BASED ON A RIVERDALE HARBOR LOT RH-2A, DATED SEPTEMBER 29, 1993, RECORDED
IN PLAT BOOK D, PAGE 848.
CONTOUR INTERVAL = 1 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 7 TO JULY 9, 1997
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. 1991
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 SHOVM
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 0, PAGE 848,
RIVERDALE ADDITION, TRACTS 8-1 & B-2, PLAT BOOK A, PAGE 173.
RIVERDALE ADDITION, TRACT RH-4, DATED 3-15-95, UNRECORDED, PROVIDED BY WHITE--DATERS &
ASSOCIATES.
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 RIVERDALE 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.
.•'""' """•a
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL
SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
,r''�Cy1STE(�yr/I
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
size, type and material are correctly shown.
hereon actually exist and their location,
VA fT 'A •'' f
•y.WfU
Signed,
,f
.•,,.�).
z e
Sidney A. Pouch
-Xf9
Date of E ecution
Registered Land Surveyor No. 13DO, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
�. I, James E. McClelland, hereby certify that this plat correctly represents a plot made
by me, and that engineering requirements of the Little Rock Subdivision Rules and
*'lip* Regulations have been complied with.
L Signed.
FA II)'IZ 7 �/
NllNJ
fto. '1417 J m s E. McClelland Date of •xecution Mpt
CCLEv� a tared Engineer No. 3412, Arkansas
AM
CERTIFICATE OF RECORDING �I .---J
gv
This document, number 98 010231 filed for record r ,
r - in plat book ?` page %}1.
Signed,
Clerk
r
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