HomeMy WebLinkAboutS-0057-DD Map 3SURVEY DESCRIPTION
SET 1/2-X24-REBAR & CAP
AT 25' OFFSET FROM CORNER
ARKANSAS RIVER i►
S25'25'28"E
498.55'
_
z32 .—'--EDGE
OF RIVER -- - - -
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--
233 -- 232
__ �19.5%'29"E -- -
- - - - - - —EDGE OF RIVER 232
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CP 13
��_+�----- 234
214.08' —��� -----______
RAILROAD SPIKE _ _-
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_ __
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-
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----___---- LANE ALONG TOE OF LEVEE STRUCTURE
'240--------------
----------_S24'31'_54-E---------_---------------'
_
281.69'
- _ ----------
00
------245--------------------------------------------------------------FLFP56-------240--------
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CP 14
HUB & TACK
SET 1/2-X24- REBAR & CAP LEGEND
AT 50' OFFSET FROM CORNER
7 STAIRS W/
STEEL PLATFORM
- �6�--------------- 250---------- a---____-- J s� `->------ i' �-CONC WALK ON LOCK
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_-------- 260----- — __281 "----- __CP 11 262 ---- Y
HUB & TACK
FD 1/2" REBAR 263 -_--- -- - coy' �� -�� rn
-TOP O LEVEE 282 O�O�``281--------- N
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�6 — — ——
/ 262-
- - - - i - - _ - - - - - - / > , CP 12 263 SHEET PILING, Q
-�-- OF FNF 282 TOP OF LEVEE --L--�-HUB & TACK 25' LONG X 1' WIDE �
-__-_---260-________ LFPpSGF n ---
261 - -
�F F`----- - - 60-------------- -- _ / / 282 -�
__--
- . LEVEE EASEMENT �- \ i----T- __--9an -_�� 2.75
SWMH 1238
TOP ELEV. 252.82
15' UTILITY
EASEMENT
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- - - - - --
FD. 1/2' REBAR
- - - L
P NT OF BEGINNING
S68'02'47 W
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�b4 15' UTILITY EASEMENT
PROPERTY LINE AT LAND
SIDE EDGE OF WALL J
___50' SANITARY
SEWER
f EASEMENT
• � w
8.5i_ MARINA WALL - -
N 19'45' 20"W
4376.04'
GRAPHIC SCALE
MARINA WALL
N 159,771.75
E 1,220,641.97
N 159,719.A
E 1,220,516.61
°FOT/�N " ?8
?9
PROPERTY LINE AT LAND
SIDE EDGE OF WALL
STATE PLANE
COORDINATE
SCHEMATIC N 159,321.00
_E 1,220,854.98
NOTE: DIRECTIONS SHOWN ON THE MAIN PLAT
ARE ROTATED TO FIT THE RECORD PLAT AS
NOTED IN THE DESCRIPTION AND WALL NOT
MATCH INVERSES BETWEEN THE COORDINATES
SHOWN.
THESE COORDINATES ARE BASED ON TIES TO
PAGIS POINT 2019 AT THE INTERSECTION OF I
RIVERFRONT DR. AND RIVERBEND RD.
N 159,402.87
I 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
N07 3
464
F
00. 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)
N 159,247.32
E 1,220,648.46
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. J54.10
VICINITY MAP
SCALE 1"-2000'3
c W 1.5 NN. W. .,ILE
Q.
SURVEY CONTROL MONUMENT
(TYPE AS NOTED)
ELEVATION BENCHMARK OR
LOCATION OF BUILDING FLOOR ELEVATION
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
0
SET 1/2- X 24• REBAR
(UNLESS OTHERWISE NOTED)
STORM DRAIN GRATE
®
STORM WATER MANHOLE
O
SANITARY SEWER MANHOLE
DIRECTION OF DRAINAGE ROW
EPEDEI
ELECTRIC PEDESTAL
TPEDO
TELEPHONE PEDESTAL
YY
FIRE HYDRANT
�VVJ
TREE (TYPE AS NOTED)
CURB LINE
—UGE— BURIED ELECTRIC UNE
— —GAS- —
— — -GAS— — GAS LINE
_W- _ _ _ _
_ _ _ -W- - _ _ _ WATER LINE
------ UGTEL-------------
UG1EL------ BURIED TELEPHONE LINE
STORM WATER UNE
SANITARY SEWER LINE
PROPERTY LINE
—
— RIGHT OF WAY LINE
- -
— - - BUILDING SETBACK LINE
- — — — —
— — — — — - EASEMENT LINE
DITCH OR STREAM LINE
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CERTIFICATE OF OWNER
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
Source of Title:
Deed Record Book _
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
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 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 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: 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-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, UNRECORDED, PROVIDED BY WHIIE-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=STO!Tt-GFF44,1§ BUILDING. SPECIFIC
ZONING AND SETBACK REQUIREMENTS AR -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.
GIS...... ••� CERTIFICATE OF SURVEYING ACCURACY
....-**STATE OF''.
ARKANSA•; ;, 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,
i NO. RLS I }OI7 •c a size, type and material are correctly shown.
ICpS" s } Signed, % V `mil ?y..A . •1Ctf / .
LAl,,,,,,, Registered
`14,.•' Sidney A. Rauch Date of Execution
~"•",........ r R Land Surveyor No. 1300. Arkansas
...,, CERTIFICATE OF ENGINEERING ACCURACY
S{ATE 0
Aidhjt
, i 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
• + 'r` -- Regulations have been complied with.
It VIII9
t@, +{cF8 �521 I1L Signed.
ol
Aforrllas E. McClelland _ to of Execution
Re_ tered Engineer No. 3412, Arkansas
CERTIFICATE OF RECORDING I LCQPY
This document, number filed for record
in plat I� /boo�ok , peg 1
Signed, a 0 J �4
J-8A& Z71 1 q q r
Clerk ow- S I N 1 C G.
( IN FEET )
1 inch = 30 ft.
a \9 /-b914\b914-S1 AWG