HomeMy WebLinkAboutS-0057-DD Map 2SET 1/2-X24"REBAR & CAP
AT 25' OFFSET FROM CORNER
ARKANSAS RIVER i► ��` �J`�
S25'25'28"E
498.55'
t�_32---EDGE OF RIVER ---\J233 ��'� --- HUB &TACK
S19'57'29 - � CP 14
CP 13 7-___--E - -234 ---- - —EDGE OF RIVER - 232RAILROAD SPIKE 214.08' —��----------- 1 --.- -_. 233 LEGEND
235------- --- S24'31'54"E _--- ------ _ MONUMENT
- - ------
UNE ALONG TOE OF LEVEE STRUCTURE -- - -- - --- -- - -- AT 50 OFFSET FROM CORNER
_ - 234 1 2 X24 REBAR &CAP
-
W. o "240-------------- - _ � AS No
SURVEY CONTRA MON
° ~ - _ _ 281 69 ELEVATION BEN04MAR OR
�� _____________________ 04 �S .-------♦ 7 STAIRS W LOCATION OF BUILDING FLOOR ELEVATION
N _ 24�5-- - _ - - _---240- -__--- STEEL PLATFORM • BOUNDARY MARKER
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= --._ - _---------- f;---------- �F. / � � 0 SET 1/2' IT 24• REBAR
— --(UNLESS OTHERWISE NOTED)
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Z---- F'PSf-_--____----__�25 ---- W----------------------245---------------------------------------- / ___ Y /� Cj STORM DRAIN GRATE
- o-- ((//)J STORM WATER MANHOLE
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- CONC WALK ON LOCK
- - W ___ / --- SANITARY SEVER MANHOLE
--------� - LU ------------- ------ -- A W
_ ��-___ ---_____-- -------------- 250--�=_ =_� ---- _ - - =� DIRECTION OF DRAINAGE FLOW
_-__-_-___�---------------------- --- S ----- / / - EPEDO ELECTRIC PEDESTAL
----------- P��PPS�QFN /
\ _ -255 / - - _ TELEPHONE PEDESTAL
— FIRE HYDRANT
--___- 261 ---- --_--------------------------------� 'G`__ O THE (TYPE AS NOTED)
iPED TEIF
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FD i/2" REBAR HU81 & TACK 82 - 283 -- - /� CURB u
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260--- � �_ Goy / �`
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LEVEE - - - - - 261 ♦ '�_ O OiLICE - -- -urE BURIED ELECTR1c LINE
281 \ - - -------------- 262 - 281 ---282 --------__- - _W------Wua -LRwuE
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NE
1 262 - - - - - - - - TOP O LE 283 i
F S F/CP12
. _-
VEE — — L ,— — �— HUB TACK UCTE'L UaTE1 BURIED LIME
'a 261 _ - -- 25 LONG X 1 WIDE - - - - - - - - - - - OW WATER LINE
_ SHEET PILING, Q
- - LEVEE EASEMENT-----------------------260----------------------
// 282 - - - - - - - - - _ _ _ - - - - - - - _ SANITARY SEWER LINE
-.----__ _`�----7---------------------_-26\l- _ i2.75 � � PROPERTI'UNE
R1011T OF MY UK
I - - - _ - - - - LEVEE EASEMENT , / CONCRETE BLOCK LOCK - - _ - -
_ PER BOOK 1314, PAGE 797 ! / 2. CONTROL BUILDING BURpNc SETBACK LINE
TRANSF. WYP. I _ _
• - - - - - - _ 1 / CROSSES LINE AS SHOWN - - - - - - - - - - - EASEMENT LIME
I ♦`♦ I I -v-_' -L-.=. _ - - 255-------- - - _ - - ,n - - - - -- DITCH OR STREAM LINE
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22- ------- -- -_---- 9 jF ♦` I 1s FD 1/2" REBAR 11.30' ALONG LINE FROM CORNER
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TOP ELEV. 252.82
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LOCATION OROPOSED
PROPOSED
BUILDING,
---
DRIVE, AND WF LINES, AND
PROPOSED
DIMENSIONS ARE BASED
ON THE
ACXIOM PLAZA SITE PLAN
PROVIDED m
BY POLK- STANLEY- YEARY
ARCHITECTS
-- --- ----- - ITC
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PArIM
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PNI /4 ' 54" ELM
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CURB 4.
c(n'r• Q�OP P.rO� / aoSCPpE ,g0 6� ��`'� � �5A ,,ri `N
1 TOP EV. 254.67 N� 1
NSF ER PADS 15' UTILITY EASEMENT
O PROPERTY LINE AT LAND
� ii. SIDE EDGE OF WALL
ds ,i J
__----LL-- to---50' SANITARY �JJ
42"-------_`--- SAN, SEWER FORCE �� -'- EASESEWER - - - -- Sq�
--_- f MENT --
DIAIN PER RECORD ON �� 1�
--- _______ �___ w
10' UTILITY EASEMENT --
---------- �8.5" MARINA WALL
N0� 5'3"w---------
N74'34'26"W
10.05'
FD. 1/2" REBAR
6" CONIC CURB
& GUTTER
N 19'45' 20"W —
4376.04'
GRAPHIC SCALE
70 0 15 70 60
( IN FEET )
I Each = 30 ft.
4 GNgGE BO / VNP 6P�v
�" MPCi
P
a NOSca 26� 60
F.�
� c� SECT/O
H
� SecT�ON ?8
?g
/ AP PROPERTY LINE AT LAND
' 6 Dry SIDE EDGE OF WALL
N
MARINA WALL
N 159,771.75
E 1,220,641.97"
STATE PLANE
COORDINATE
SCHEMATIC
NOTE: DIRECTIONS SHOWN ON THE MAIN PLAT
A1+E 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 1,220,429.48,
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
464 0 f
2� 0 POINT OF COMMENCEMENT
SOUTHEAST CORNER OF
NW1/4 OF SW1/4 OF SECTION 33
T-2-14, R-12-W
(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 I'"2000't
c n 1.A w. w w.w,:
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
E 1.220.648.46 --
Source of Title:
Deed Record Book Page
or Instrument Number
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,
Name:
Little Rock Planning Commission
STATE SURVEYOR'S CODE
500-02N-12W-0-29-220-60-1300
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
MORGAN KEEGAN DRIVE; THENCE LEAVING RIVERFRONT DRIVE ALONG THE CENTERLINE OF MORGAN KEEGAN
DRIVE N70'15'3 4 4' T 3 E 36 .5 0 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 S70'14'08"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'; N35'21'140E 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 UTILITIE'; 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. 1923.
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-29, 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, UNRECORDED, PROVIDED BYWHI"rE-DATERS &
ASSOCIATES.
PROPERTY OWNER FOR THIS SITE:
NNROCK INTERNATIONAL INSTITUTE FOR AGRICULTURAL DEVELOPMENT
MARINN 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.
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 oil monuments shown hereon actually exist and their location,
size, type and material are correctly shown.
Signed,
Sidney A. Rauch Date 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 mode
by me, and that engineering requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Signed,
James E. McClelland Date of Execution
Registered Engineer No. 3412, Arkansas
CERTIFICATE OF RECORDING
This document, number _
Signed,
filed for record
in plat book , page _
(Name) Clerk
\97-5914\5914-S1.DWG