HomeMy WebLinkAboutS-0057-DD Map 8SURVEY DESCRIPTION
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AT 25' OFFSET FROM CORNER
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ARKANSAS RIVER
S25'25'28"E
498.55'
EDGE OF RIVER _ —
S19'57'29"E
214.08'
—Cf1CF nF RIVFR
S24'31'54"E
LINE ALONG TOE OF LEVEE STRUCTURE —
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— -.. — -- — LEVEE EASEMENT 2.
-------- LEVEE EASEMENT _PER BOOK 1314_—GE 197 ----------------------
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TOP ELEV. 252.82 --_ S2S• e 1124 P L OIIN G eJ- �e 2
---------- I E�k<p�c TOP _ EV. 254.67
15' UTILITY EASEMENT — — — — — � _ _ _ _ _ _
— — (3)TRANSF ER PADS
- p1� 15' UTILITY EASEMENT
—• --- — — — — --
PROPERTY UNE AT LAND
..0 II SIDE EDGE OF WALL J
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- �----- SEWER __ ----- t
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( P NT OF BEGINNING 50 l. ��W J
S68'02'47"W -- --------t------- __
3_TO STREET CL 10' UTILITY I EASEMENT — — -
--- ------ _ --- 8.5" MARINA WALL
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9 GRAPHIC SCALE
30 0 15 30 60 120
K. ( IN FEET )
I inch = 30 ft.
X
5" MARINA WALL
N 159.771.75
E 1,220,641.97_
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A� PROPERTY LINE AT LAND
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 1,22 ) 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
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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)
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PLATFORM
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CONCRETE BLOCK LOCK
CONTROL BUILDING
CROSSES LINE AS SHOWN
N
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 1'-2000'1
car a 7.5 MIL p1�
L
SURVEY CONTROL MONUMEN
(TYPE AS NOTED)
ELEVATION BENCHMARK OR
p
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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)
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STORM DRAIN GRATE
®
STORM WATER MANHOLE
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SANITARY SEWER MANHOLE
DIRECTION OF DRAINAGE FLOW
EPEDO
ELECTRIC PEDESTAL
TPEDO
TELEPHONE PEDESTAL
FIRE HYDRANT
TREE (TYPE AS NOTED)
CURB LINE
UGE--
---UGE- BURIED ELECTRIC LINE
— —GAS- —
— — -GAS-- — GAS LINE
-W_-_-_____W---__
WATERLINE
------ UGm-------------
UGTEL------ BURIED TELEPHONE LINE
STORM WATER LINE
- - - - - - - -
- - - - - - - - - SANITARY SEWER LINE
PROPERTY LINE
—
— 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 N/A.RDCK 'NT6.RN.ATIONAC INST17'07-E ioR AGRICr/LTURA!. Of✓ELORME.NT
E 1,220,648.46
2230 COTTONOALE LANE
I IT'T' = ROCK, AR 72202
Source of Title:
Deed Record Book Page
or Instrument Number BG-?CJ/SB
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,
o 2, l'I 9
Nome "�icu�����00
Little Rock Planning Commission
•''- G',STER �,�-',�,,
t pWAI LAW...r
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
MORGAN KEEGAN DRIVE; THENCE LEAVING RIVERFRONT DRIVE ALONG THE CENTERLINE OF MORGAN KEEGAN
DRIVE N70'15'33"E 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" CONCRETEMARINA WALL, SAID POINT
BEINGS70'14'06"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: 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';
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. 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-28,-PLAT BOOK D, PAGE 848,
RIVERDALE ADDITION, TRACTS B-1 & B-2, PLAT ROOK A. PAGE 17.3,
RIVERDALE ADDITION, TRACT RH-4, DATED 3-1:5-95. 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.0 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.
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 mode by me and all monuments shown
hereon actually exist and their location,
size, type Gild material are correctly shown.
Signed,
Sidney A. ouch
Date of necution
Registered Land Surveyor No. 1300, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
S1 i'T�'1�'' I, James E. McClelland, hereby certify that this plat correctly represents a plat made
.LS•1'XA.�ks by me, and that engineering requirements of the Little Rock Subdivision Rules and
R Regulations have been complied with.
]�ip35�1 ireAL Signed.
it
Nr ill, ir. Jlllms E. McClelland Date of LfxecutIoh t�
tered Engineer No. 3412. Arkansas FINAL
IBC _ , I1
Siped
CERTIFICATE OF RECORDING BY:
This document, number 96 010231 filed for record DATE:
" r in plat book pagej-
Signed,
ra
(Name) Clerk I
STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE 1-13-98 ADDED PROPOSED BLDG, DCS Little Rock, AR
ALTERED PROP LINE & DESC.
500-02N-12W-0-28-330-60-130C 500-02N-12W-0-29-220-60-1300 IREVISIONS 1 1 900 W. Markham
ACXIOM PLAZA
McClelland
LOT RH-4
Consulting
Engineers
BEING A REPLAT OF PARTS OF
Incorporated
TRACT B-1, B-2, & C OF
RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS
Fayetteville, AR
APPROVED
SAR
DRAWN BY
DATE
1-14-98
SHEET N0.
1 1
1810 N.COIIe a
9
1"=30'
JOB NO.
LR97-5914
FIELD BOOK
SDR33
1
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