HomeMy WebLinkAboutZ-4987-E Mapff _` -
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CP 11 82 --_---- 281
HUB &TACK 283 ---- 262 ---------260------;o �Oa /' �� p of J
FD 1/2" REBAR-------- / 0 /<-------- �- `� I CN Q
----
--TOP 0 LEVEE------ - --- / 261 - _
1
\ CP 12 262 263 \ 1 SHEET PILING, Q
26 TOP OF LEVEE - - L - - HUB & TACK ME
261 POF��NS _ _ -�-------- 262 ---------- --- ----- 25' LONG X 1' WIDE
---------------- - - - - - - -
280-- ------ P�� PSS - -------------- 281 /
--260------------------------/ 282 /
F ---/ ------- % 2.75
LEVEE EASEMENT � CONCRETE BLOCK LOCK
7---------- 260----'
----------------- / 2, CONTROL BUILDING
I _ - - - - - - - - - LEVEE EASEMENT - PER BOOK 1314, PAGE 197 / 1/
- - - - - CROSSES LINE AS SHOWN
TRAVIS!. DUYP La --- -----
— — — — --255------------
- — T�rrwvar-----
- 00
_�ppR�1/ 6s`` 13 FD 1/2" REBAR 11.30' ALONG LINE FROM CORNER
\` "-- d1gTF 4 �.__ 254
22' ---- 45, ---\\\\---25 ----- - -\00 ; -- CCq --' 2
°v"' o'T 8$' _-gp• - 5 S 1b9' 254 n�N
PV4I�PG LOCATION OF PROPOSED BUILDING,
---- DRIVE, AND WALK LINES, AND PROPOSED
DIMENSIONS ARE BASED ON THE Co
i Js — ACXIOM PLAZA SITE PLAN PROVIDED
v C_ BY POLK- STANLEY- YEARY ARCHITECTS
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1
TOP ELEV. 252.82 1124
I TOP EV. 254.67
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- 2 -- -----253
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-50' SANITARY
---- --- --F�
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- P INT OF BEGINNING
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---- 1------ - - - -
-8.5'--ARINA WALL
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NO � PROPERTY LINE AT LAND
SIDE EDGE OF WALL
5" MARINA WALL
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. a
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
r3
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r 46 3S 471F
4
CO 00' POINT OF COMMENCEMENT
Z� SOUTHEAST CORNER OF
NW1/4 OF SW1/4 OF SECTION 33
T -2-N, R -12-W
I (COMMON COMMENCEMENT POINT FOR
ADJACENT RECORD PLATS)
'-MH 1097
TOP ELEV. 254.18
MH 1102
TOP ELEV 254.12
MH 1103
TOP ELEV 254.10
VICINITY MAP
SCALE 1'-2000'*
,,Pr W lA ,fl OIIORp10.F
LEGEND
Q
SURVEY CONTROL MONUMENT
MARION BURTON, AGENT
ARKANSAS RIVER --�
�J
ELEVATION BENCHMARK OR
q
LOCATION OF BUILDING FLOOR ELEVATION
ZONING AND SETBACKS: THIS SITE IS PART OF
FOUND SURVEY BOUNDARY MARKER
J`J�J�J
S25025'28"E
O
SET 1/2' x 24" REBAR
ARKANSAS
(UNLESS OTHERWISE NOTED)
certify that we have laid oft,
STORM DRAIN GRATE
®
498.55')
O
SANITARY SEWER MANHOLE
;
SET 1/2X24-REBAR & CAP
EPEDO
ELECTRIC PEDESTAL
WED El
TELEPHONE PEDESTAL
Signed,
ybI
CP 14
AT 25' OFFSET FROM CORNER
Dote of Execution
CURB UNC
UGE-
-UGE- BURIED ELECTRIC UNE
` %
- - -GAS- - GAS UNE
HUB &TACK
- - - - W- - - -- WATER LINE
UOTEL-------------
232
EDGE OF RIVER
STORM WATER UNE
SANITARY SEWER UNE
------
Name
- - RIGHT OF WAY UNE
233 232
- - - - --- - _
DG
- - _ - —EDGE OF RIVER 232
- - - - - - EASEMENT UNE
DITCH OR STREAM UNE
S19.57'29 E
-
--
234
�. - ��------------- __
233-- ��T
1/2'X24"
RFROM
CP 13
Source of Title:
Page
214 �� -� ------- _____
234 ���
T 50 OFFSET CORNER
RAILROAD SPIKE
W
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_ _ _
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UNE T
AL OE OF LEVEE STRUCTURE
28169
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----- 281 ---------260---------- - --- /' J / \. 't (V
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CP 11 82 --_---- 281
HUB &TACK 283 ---- 262 ---------260------;o �Oa /' �� p of J
FD 1/2" REBAR-------- / 0 /<-------- �- `� I CN Q
----
--TOP 0 LEVEE------ - --- / 261 - _
1
\ CP 12 262 263 \ 1 SHEET PILING, Q
26 TOP OF LEVEE - - L - - HUB & TACK ME
261 POF��NS _ _ -�-------- 262 ---------- --- ----- 25' LONG X 1' WIDE
---------------- - - - - - - -
280-- ------ P�� PSS - -------------- 281 /
--260------------------------/ 282 /
F ---/ ------- % 2.75
LEVEE EASEMENT � CONCRETE BLOCK LOCK
7---------- 260----'
----------------- / 2, CONTROL BUILDING
I _ - - - - - - - - - LEVEE EASEMENT - PER BOOK 1314, PAGE 197 / 1/
- - - - - CROSSES LINE AS SHOWN
TRAVIS!. DUYP La --- -----
— — — — --255------------
- — T�rrwvar-----
- 00
_�ppR�1/ 6s`` 13 FD 1/2" REBAR 11.30' ALONG LINE FROM CORNER
\` "-- d1gTF 4 �.__ 254
22' ---- 45, ---\\\\---25 ----- - -\00 ; -- CCq --' 2
°v"' o'T 8$' _-gp• - 5 S 1b9' 254 n�N
PV4I�PG LOCATION OF PROPOSED BUILDING,
---- DRIVE, AND WALK LINES, AND PROPOSED
DIMENSIONS ARE BASED ON THE Co
i Js — ACXIOM PLAZA SITE PLAN PROVIDED
v C_ BY POLK- STANLEY- YEARY ARCHITECTS
A( I
-------
_ --
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SWMH 1238
1
TOP ELEV. 252.82 1124
I TOP EV. 254.67
- - - - - - - - - - - - "�
— ----- -----✓ ON
15' UTILITY EASEMENT N N.) - - - - - -
(3)T ANSF ER PADS ` � / a`7� 15' UTILITY EASEMENT
�% / ——�— — -----—-----------
Q y PROPERTY LINE AT LAND
\tiW
Q7 o SIDE EDGE OF WALL )
- 2 -- -----253
-Mao� 42'
-50' SANITARY
---- --- --F�
N - - -- - -O _ - SEWER ---- SEWEFORCE EASEMEN- - -- _ --
%J
42"SAM
MAIN LOCATION
FD. 1/2" REBAR PERRRD S
- P INT OF BEGINNING
S68'02'47�W - -- -1----------- ---
6. 3_TO STREET CL 10' UTILITY EASEMENT
---- 1------ - - - -
-8.5'--ARINA WALL
\ Z N / �25.7z• N7434'26"W
IIn
10.05'
w 01 25 FD. 1/2- REB
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'n 3! > w l
w � � a w
U
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Z
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U LI
It
o to N19'45'20"W --
Z _ 4376.04'
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
C
IT, P��P
!1`
e
X6860
� SFCT/0
N
/ SFCT/CN , 28
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/
NO � PROPERTY LINE AT LAND
SIDE EDGE OF WALL
5" MARINA WALL
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. a
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
r3
o, N07.
r 46 3S 471F
4
CO 00' POINT OF COMMENCEMENT
Z� SOUTHEAST CORNER OF
NW1/4 OF SW1/4 OF SECTION 33
T -2-N, R -12-W
I (COMMON COMMENCEMENT POINT FOR
ADJACENT RECORD PLATS)
'-MH 1097
TOP ELEV. 254.18
MH 1102
TOP ELEV 254.12
MH 1103
TOP ELEV 254.10
VICINITY MAP
SCALE 1'-2000'*
,,Pr W lA ,fl OIIORp10.F
LEGEND
Q
SURVEY CONTROL MONUMENT
MARION BURTON, AGENT
(TYPE AS NOTED)
CERTIFICATE OF OWNER
ELEVATION BENCHMARK OR
q
LOCATION OF BUILDING FLOOR ELEVATION
ZONING AND SETBACKS: THIS SITE IS PART OF
FOUND SURVEY BOUNDARY MARKER
R. "STATE OF''^ti
(TYPE AS NOTED)
O
SET 1/2' x 24" REBAR
ARKANSAS
(UNLESS OTHERWISE NOTED)
certify that we have laid oft,
STORM DRAIN GRATE
®
STORM WATER MANHOLE
O
SANITARY SEWER MANHOLE
;
DIRECTION OF DRAINAGE FLOW
EPEDO
ELECTRIC PEDESTAL
WED El
TELEPHONE PEDESTAL
Signed,
FIRE HYDRANT
/YY
�•.7
TREE (TYPE AS NOTED)
Dote of Execution
CURB UNC
UGE-
-UGE- BURIED ELECTRIC UNE
- -GAS- -
- - -GAS- - GAS UNE
w - - - - -
- - - - W- - - -- WATER LINE
UOTEL-------------
UGTEL------ BURIED TIIEPHONE UNE
LA``�.• s•
YN•.
STORM WATER UNE
SANITARY SEWER UNE
PROPERTY UNE
Name
- - RIGHT OF WAY UNE
_ -
- - BUILDING SETBACK UNE
- - - - -
- - - - - - EASEMENT UNE
DITCH OR STREAM UNE
SURVEY DESCRIPTION:
ER
28PART OF AND TTHETHE SOUTHHEASTEST ONE ONE QUARTER TEOF OF TTHETHE SOUTHHE ST/EST ONEONE QUARTERT(SE1(/4 SE1/) OF)SOECTIIONTI9,
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 NWt/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 NOt'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 525 25'28"E 498.55' TO
A POINT ON THE NORTH LINE OF RIVERDALE HARBOR; THENCE 570'14'06"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 LANDSfDE 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';
535'11'33"W 65.35'; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'34'26"W
125,72' TTOATHEEFOUND
POINI/2" REBAR ON THE WEST T OF BEGINNING, ENCLOS NGI AN OFNE RIVERDALEOFD4 136 ACRES, MORE COR L13"W
ESS.
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.
BURIEER
ESEARCHED NOR LOCATED FOR
RCT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLANDRCONSULTING ENGINES
UTILITIES AND SUBSURFACE STRUCTURES WERE ERS MAKES NO
PROJECT
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 9-1 & 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
BEING A REPLAT'OF PARTS OF
CERTIFICATE OF OWNER
^ '...... .
ZONING AND SETBACKS: THIS SITE IS PART OF
THE RIVERDALE HARBOUR PLANNED UNIT DEVELOPMENT
R. "STATE OF''^ti
9,321.0
N 159,321.00
We, the undersigned, owners
of the real estate shown and described herein, do hereby
ARKANSAS
E 1,22
certify that we have laid oft,
platted and subdivided, and do hereby lay off, plat and
i Ii�K
s NU Rls
p
subdivide said real estate in
accordance with this plat.
;
Ir
correctly represents a boundary -
survey made by me and all monuments shown
J - i
size, type and material are correctly shown.
Signed,
Signed, -
, A
it
Sidney A. Rauch
Dote of Execution
Registered Land Surveyor No. 1300, Arkansas
��AL
Date of Execution
LA``�.• s•
YN•.
Name
N 159,247.32
Address
E 1,220,648.46
STI n
lit ciSi9sE9
Source of Title:
Page
PE F SSIaVlkL
Deed Record Book
�F�11
^ ND. 3412
or Instrument Number
�'� ' I-IcCLE0•'
SURVEY DESCRIPTION:
ER
28PART OF AND TTHETHE SOUTHHEASTEST ONE ONE QUARTER TEOF OF TTHETHE SOUTHHE ST/EST ONEONE QUARTERT(SE1(/4 SE1/) OF)SOECTIIONTI9,
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 NWt/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 NOt'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 525 25'28"E 498.55' TO
A POINT ON THE NORTH LINE OF RIVERDALE HARBOR; THENCE 570'14'06"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 LANDSfDE 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';
535'11'33"W 65.35'; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'34'26"W
125,72' TTOATHEEFOUND
POINI/2" REBAR ON THE WEST T OF BEGINNING, ENCLOS NGI AN OFNE RIVERDALEOFD4 136 ACRES, MORE COR L13"W
ESS.
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.
BURIEER
ESEARCHED NOR LOCATED FOR
RCT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLANDRCONSULTING ENGINES
UTILITIES AND SUBSURFACE STRUCTURES WERE ERS MAKES NO
PROJECT
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 9-1 & 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
BEING A REPLAT'OF PARTS OF
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.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
1"=30'
CERTIFICATE OF SURVEYING ACCURACY
LR97-5914
1, Sidney A. Rouch, hereby certify that this plat
correctly represents a boundary -
survey made by me and all monuments shown
hereon actually exist and their location,
size, type and material are correctly shown.
Signed, -
Sidney A. Rauch
Dote of Execution
Registered Land Surveyor No. 1300, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, James E. McClelland, hereby certify that this plat correctly represents a plat mad
by me, and that engineering requirements of the Little Rock S division ides 0
Regulations have been complied with.,
Signed,
Ja s E. McClelland ,Qhte of Execution
Registered Engineer No. 3412, Arkansas (_
CERTIFICATE OF FINAL APPROVAL CERTIFICATE OF RECORDING
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the This document, number
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, Signed,
Name:
Little Rock Planning Commission
1 Approved A (Name)
5
Little Rock Fire Dept.
Da+o
j
1-13-98 ADDED PROPOSED BLDG, DC S Little Rock, AR
STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE ALTERED PROP LINE & DESC.
— 900 W. Markham
500 -02N -12W-0-28-330-60-1300 500 -02N -12W-0-29-220-60-1300 REVISIONS
filed for record
in plat book page )I V
A&V ,
C�
l;
z-4497-5)
Clerk
McClelland
Consulting
Engineers
BOUNDARY SURVEY '
TRACT RH-4
BEING A REPLAT'OF PARTS OF
Incorporated
TRACT B-1, B-2, & C OF
RIVERDALE
ADDITION, LITTLE ROCK, ARKANS)
Fayetteville, AR
I:S!Ap:R'
OVED
DRAWN BY DATE 4-98 SHEET N0.
1
SCALE
JOB NO.
FIELD BOOK
1810 N.College
1"=30'
LR97-5914
SDR33
\97-5914\5914-S1.1