HomeMy WebLinkAboutS-0057-DD Map 1SURVEY DESCRIPTION
\RAJ
SET 1/20X24'REBAR &4NER
— — — -- — — 498.55' — — —
AT 25' OFFSET FROM CO����J
\ �y� • CP 14
EDGE OF RIVER / HUB & TACK
233 S19'57'29"E 232---- - - - - —EDGE OF RIVER 232
CP 13--------234
LEGEND
214. � ------ --------- 233 234 U 2.RAILROAD SPIKE 08 --235------_-__ __ ^----_ -- - -- - -- -------------- AT 5 OFFSET FROM CORNER Q ( As NOTED)
MONUMENT
_ --_-_ S24'31'54"E
SET X24" REBAR &CAP
_-----.--. LINE ALONG TOE OF LEVEE STRUCTURE ---- -- -
- _ - � CONTROL
_ ^_
TION
OR
w Fo _ - - - 240- ------ ____ 281.69' LOCATION OFF BENCHMARK
FLOOR ELEVATION
- -- 7 STAIRS W
p- _ ----- - _- OF ���-_---- -- --�'�-- -��\ STEELIPLATFORMFOUND
-- (�� -240- ---- . (TYPE AS SURVEY BOUNDARY MARKER
04 245---------- --------------------- -� P5 1
LO ---_--_----- LESS X 24- REBAR
NOTED)
- - - - -- -------------_ _
rD�-_-____ PPP 010N sTasu DRAM GRATE
/ � T x �
�� � l^ (UN TED
Z ---- -- � E------- ----- 250-------- - - - - - - ------------------------245------------------------------------- � — �_ ' 2� � CONIC WALK ON LOCK 0 STORM WATER MANHOLE
------- / / --- SANITARY SEWER MANHOLE
LAJ
_--_----- DIRECTION OF DRAINAGE rtow
�SJ---------------- W - - - - _------------------------ / �� - (q EPED ELECTRIC _ - � lF PEDESTAL
---------------------- ' QF �j / i _ W
_ U 1PEDO TELEPHONE PEDESTAL
-- ` - - - - 255--------- -� EP��----------------------------------�/ FIRE HYDRANT
a
-------- - �r0 - / Or1 \ — — -� O O (n G TREE (TYPE AS NOTED)
---------------260-------------- ---- / o k_25fj----- � �IVJJ
?61 -- -- / JG
CP 11 82 - - - - - ---- - /� U CURB LINE
HUB & TACK _-- ------ ,< O�SS / / `��: N 0 UGE UGE BURIED ELECTRIC LINE
FD 1/2- REBAR ^---- 263 281 _-- 260---__- G - -
- - - - - TOP 0 LEVEE - - - - ,- _ Cupp \<-- ---- % N '- - -�- - - - -GAS— - GAS LINE
262 ✓
------^---- � 281 ��-� 1 In N Z ---'"---- --- --W----- WATER LINE
�262 - - 262 ---. 1 ----- ��-----------"- ----- ewRD T,9EDF1N[ LINE
- - - - - -
CID
pE DNS 262 --TOP OF LEVEE--Z- _.�/ HUB1& TACK 28 SHEET PILING, _
----_--.--------260----------------- �P`�-_-_--------__--- 261 i - - - - - - - - - - - - - 1 25' LONG X 1' WIDE -- -- _ _ _ _ _ _ _ warm WATER LINE
-� � ------------260------------------- / 262 — - - _ _ _ _ _ _ _ - _ _ _ _ _ _ - SANITARY SEWER LINE
_ ---- PROPERTY UK
LEVEE EASEMENT-y----7---------------------- -
---------.--------_ _ -- - _- 260----'''2.7� — RIGHT OF WAY UK
I- - - - - - - - - - - LEVEE EASEMENT - - - - - - - / CONCRETE BLOCK LOCK - - - - -- - -
TRAN�S/ DUB - PER BOOK 1374. PAGE t97 7 2. CONTROL BUILDING BASEMEN SETBACK u"e
\\ n Te - _ - - - --- v------- CROSSES LINE AS SHOWN - - EASEMENT LINE
255----------------- vt - - — - DITCH OR STREAM LINE
SWMH 1238
TOP ELEV. 252.82
15' UTILITY EASEMEN I
Tn
2Q12P
Lj
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_
- - - - 253
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D. 1/2- REBAR
T OF BEGINNING
S68'02'477
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ARKANSAS RIVER
S25'25'28"E
r15 15' UTILITY EASEMENT
PROPERTY LINE AT LAND
SIDE EDGE OF WALL J
_ - 50' SANITARY
L SEWER- --_- - - - ll
f EASEMENT
P�
ALA. w
- - 8.5i_ MARINA WALL - -
N74'34'26"W
ru. I/c nconr.
N19'45'200W
43�-
GRAPHIC SCALE
is 30 WO
( IN FEET )
I inch = 30 fL
SF�ro
N
SFCrjO� ?e
/ ?9
h� PROPERTY LINE AT I -AN)
SIDE EDGE OF WALL
5" MARINA WALL
m
N
FO 1/20 REBAR 11.30' ALONG LINE FROM CORNER
�- MH 1097
TOP ELEV. 254.18
MH 1102
TOP ELF V. 254.12
MH 1101
TOP ELt V. 254.10
VICINITY MAP
SCALE 1'-2000'2
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■OOIt 24+EWpAplkerosTa9Da
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Ef i 0 ADDiT10?,f, >_it EF PNT/S REQUIRED
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LAB
STATE PLANE
COORDINATE
CERTIFICATE OF OWNER
N 159,771.75
E 1,220,641.97
SCHEMATIC
11 159,321.00
E 1,220,854.98
We, the undersigned, owneru
of the real estate shown and described herein, do hereby
certify that we have laid off,
platted and subdivided, and do hereby lay off, plot and
subdivide said real estate III
accordance with this plat.
NOTE: DIRECTIONS SHOWN ON THE MAJTO
Signed,
ARE ROTATED TO FIT THE RECORD PLA
NOTED IN THE DESCRIPTION AND WILL
N 159,719.41
MATCH INVERSES BETWEEN THE COORDI
E 1,220,516.60
SHOWN.
Dote of Execution
THESE COORDINATES ARE BASED ON TI
PAGIS POINT 2019 AT THE INTERSECTIORIVERFRONT
DR. AND RIVERBENDRD.
Name
159,247.32
Address
1,220,648.46
—
N 159,402.87
E 1,22C 1.487
N I59,425.27
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 159,590.019 N 159,462.69
E 1,220,206.86 E 1,220,232.49
N 159.465.39
E 1,220,222.81
IV07.
46 F
4
06' POINT OF COMMENCEMENT
SOUTHEAST CORNER OF
NW1/4 OF SW1/4 OF SECTION 33
T-2-N, R-12-W
(COMMON COMMENCEMENT PgNT FOR
ADJACENT RECORD PLATS)
Source of Title:
Deed Record Book _
or Instrument Number
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations, and oil 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 SWt/4) OF SECTION
28 AND THE SOUTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER (SEt/4 SEt/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-2-14 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" 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 ,y2019 WITH A PUBLISHED ELEVATION OF 251.7l';
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
PROJFCT 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 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.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL
AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
CERTIFICATE OF SURVEYING ACCURACY
1, 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 and material ore 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 o plat made
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 1, I
This document, number filed for record
in plat book . page
Signed, W
(Name) Clerk
N4LT
1--13-98 ADDED PROPOSED BLDG, DCS Little Rock, AR
STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE ALTERED PROP LINE & OESC.
500-02N-12W-0-28-330- 60-1300 500-02N-12W-0-29-220-60-1300 REVISIONS 900 W. Markham
McClelland BOUNDARY SURVEY
Consulting TRACT RH-4
Engineers BEING A REPLAT OF PARTS OF
Incorporated TRACT B-1, B-2, & C OF
RIVERDALE ADDITION, LITTLE ROCK, ARKANSA'
Fayetteville, AR APPRovEo DRAWN BY DATE SHEET
SAR 1 -14-98
1
1810 N.Colle a SCALE Joe No,
FIELD ADDS
9 1"=30' LR97-5914 SDR33
\97-5914\5914-S1.DV