HomeMy WebLinkAboutZ-8825 Map 1o�
0 100, 200'
400'
SCALE: 1" =
200'
• SET 1/2" REBAR W/ CAP
O
FOUND MONUMENT (NOTED)
COMPUTED CORNER (NOT SET)
-
RIGHT-OF-WAY
-x-x-
FENCE
-
ROADWAY CENTERLINE
- - - -
SECTION/40-ACRE LINE
- - - -
EASEMENT
- - c - - -
EXISTING NATURAL GAS LINE
(M)
MEASURED
(P)
PER PLAT
(D)
PER DEED
I
SWAMP/MARSH AREA
CURRENT OWNER OF RECORD
CITY OF LITTLE ROCK
500 WEST MARKHAM
ROOM 338
LITTLE ROCK, ARKANSAS
PULASKI COUNTY PARCEL NUMBERS
A PORTION OF 340420001700
AND
A PORTION OF 34RO240000701
LEGAL DESCRIPTION OF PARENT TRACT PROVIDED (PARCEL #34L3420001700
THE SEl/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY,
ARKANSAS, LESS AND EXCEPT BEGINNING AT A POINT 1,335.18 FEET WEST OF THE
SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI
COUNTY, ARKANSAS; THENCE NORTH 800 FEET ALONG A LINE PARALLEL TO THE
23• THENCE EASTERLY 1
NORTH -SOUTH SECTION LINE 0F SECTION ,195.18 FEET ALONG A
LINE PARALLEL TO THE SOUTH SECTION LINE OF SECTION 23; THENCE SOUTH 800 FEET
ALONG AND 140 FEET WEST OF AND PARALLEL TO THE EAST SECTION LINE OF SAID
SECTION 23 TO A POINT ON
THE SOUTH SECTION LINE OF SAID SECTION 23,140 FEET
WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; RiENCE WEST ALONG THE
SOUTH SECTION LINE OF SAID SECTION 23, 1,195.18 FEET TO THE POINT OF BEGINNING.
ALSO LESS AND EXCEPT: PART OF THE SEl/4, SECTION 23, TOWNSHIP 1 NORTH, RANGE
12 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS
AT A POINT 1 .18 FEET WEST OF THE SE CORNER OF SECTION
INNING POI 335
FOLLOWS: BEGINNING ,
23, TOWNSHIP I NORTH, RANGE 12 WEST; THENCE NORTH 800 FEET ALONG A LINE
PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 23; THENCE WEST 678.99
FEET ALONG A LINE PARALLEL TO THE SOUTH LINE OF SAID SECTION 23; THENCE SOUTH
800 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 23; THENCE EAST 678.99
FEET TO THE POINT OF BEGINNING.
LEGAL DESCRIPTION OF PARENT TRACT PROVIDED (PARCEL #34RO240000701)
THE WEST 112 OF THE SWl/4, SECTION 24, TOWNSHIP I. NORTH, RANGE 12 WEST, PULASKI
COUNTY, ARKANSAS.
CLIENT NAME
CITY OF LITTLE ROCK PARKS & RECREATION DEPARTMENT
500 WEST MARKHAM
ROOM 108
LITTLE ROCK, ARKANSAS
AND
GRANITE MOUNTAIN QUARRIES, INC
1010 SHAMBURGER LANE
LITTLE ROCK, ARKANSAS
GENERAL NOTES
1. BASIS OF BEARING FOR THIS SURVEY IS BASED ON ARKANSAS STATE PLANE GRID
COORDINATES(NAD83 DATUM). MEASURED DISTANCES ARE GRID DISTANCES. ELEVATIONS
SHOWN ARE ABOVE MEAN SEA LEVEL (NAVD88 DATUM).
2. REFERENCES:
A. LENDERS TITLE COMPANY LIMITED TITLE SEARCH, FILE NUMBER 11-008959-050, AND
DATED MARCH 29, 2011, AS SUPPLIED BY THE CITY OF LITTLE ROCK PARKS DEPARTMENT.
B. LENDERS TITLE COMPANY LIMITED TITLE SEARCH, FILE NUMBER 11438960-050, AND
DATED MARCH 9, 2011, AS SUPPLIED BY THE CITY OF LITTLE ROCK PARKS DEPARTMENT.
C. SURVEY BY GARVER ENGINEERS OF THE GILLAM PARK INCLUDING A PORTION OF THE
SURIECT PROPERTY WITH A DATE OF APRIL 2000, AND SEALED BY LANNY R. BEAVERS (PLS
#1392).
D. EASEMENT DEED AS FILED AS INSTRUMENT #84-23287, FROM CITY OF LITTLE ROCK TO
ARKLA, BEING A 4V WIDE GAS EASEMENT, AND RECORDED APRIL 16, 1984.
E. RIGHT-OF-WAY/EASEMENTS FILED IN DEED BOOK 235, PAGE 146; BOOK 287, PAGE 521;
AND BOOK 324, PAGE 332, IN FAVOR OF ARKLA, BEING A GAS LINE EASEMENT ACROSS THE
WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 24. THE DIMENSIONS OF THIS
EASEMENT (EITHER LENGTH OR WIDTH) ARE NOT MENTIONED IN THESE DOCUMENTS. AN
ASSUMED EASEMENT WIDTH OF 40' IS PLOTTED HEREON.
3. THIS SURVEY REPRESENTS A PROPOSED TRACT OF LAND WITH SOME PROPERTY LINES
PRE-EXISTING AND OTHERS BEING CREATED/ESTABLISHED FROM THIS SURVEY. THIS TRACT IS
CURRENTLY (PRIOR TO ANY PROPOSED TRANSFER OF OWNERSHIP) A PORTION OF TWO
SEPARATE PROPERTIES BOTH BEING OWNED BY THE CITY OF LITTLE ROCK. THE PROPOSED
PROPERTY LINES WERE CREATED BY INPUT FROM GRANITE MOUNTAIN QUARRIES, THE CITY OF
LITTLE ROCK, AND THE NATIONAL AUDUBON SOCIETY.
I HEREBY CERTIFY THAT THE ABOVE PLAT REPRESENTS A SURVEY MADE BY ME OR
UNDER MY SUPERVISION ON THIS DAY AND THAT ALL CORNERS ARE SET AS
SHOWN. NO INDEPENDENT SEARCH FOR EASEMENTS, COVENANTS,
ENCUMBRANCES, OR ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY
DISCLOSE WAS PERFORMED.
RAYM6AD HICKEY, PLS #140kj
Q4 .. p9l c
V i CENTRAL Z
ARKANSAS
ENGINEERING
' #269
9 ' ��i�:
gNSAS •Er1G..��`�
DISCLAIMER
UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. UNDERGROUND
UTILITIES ARE TAKEN FROM UTILITY MAPS. EXACT LOCATION OF UNDERGROUND
UTILITIES ARE APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE TO
DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS
SURVEY.
FLOOD STATEMENT
BY GRAPHIC PLOTTING ONLY, ACCORDING TO FEMA FIRM #0501810109F, DATED
OCTOBER 19, 2001, NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA.
COMPUTED
NORTHWEST CORNER
SW 1/4, SE 114
SECTION 23, T-1-N, R-12-W
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SW 1/4
LEGAL DESCRIPTION FROM SURVEY OF LAND TO BE TRANSFERRED
A PART OF THE SOUTHEAST QUARTER (SEl/4) OF SECTION TWENTY-THREE (23) AND A PART OF THE WEST HALF (Wl/2) OF
THE SOUTHWEST QUARTER (SWl/4) OF SECTION TWENTY-FOUR (24), ALL LOCATED IN TOWNSHIP ONE NORTH (TIN), RANGE
TWELVE WEST (R12W), PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER (SE1/4) OF SECTION 23, SAID POINT BEING A BRASS
MONUMENT STAMPED `SW BELL," THENCE NORTH 88017' 13" WEST ALONG THE SOUTH LINE OF SAID SEl/4 OF SECTION 23
A DISTANCE OF 140.00 FEET TO A POINT; THENCE NORTH 010 35' 45" EAST A DISTANCE OF 800.00 FEET TO A POINT;
THENCE NORTH 88017' 13" WEST A DISTANCE OF 1,874.17 FEET TO A POINT; THENCE SOUTH Ol° 35' 45" WEST A DISTANCE
OF 800.00 FEET TO A POINT ON SAID SOUTH LINE OF SAID SE114 OF SECTION 23; THENCE NORTH 881 17' 13" WEST ALONG
SAID SOUTH LINE OF SAID SE1/4 OF SECTION 23 A DISTANCE OF 613.05 FEET TO THE SOUTHWEST CORNER OF THE
SOUTHWEST QUARTER (SW1/4) OF SAID SE1/4 OF SECTION 23, SAID POINT BEING A 1" BOLT IN A PULLEY; THENCE NORTH
010 22' 46" EAST ALONG THE WEST LINE OF SAID SWl/4, SEl/4 OF SECTION 23 A DISTANCE OF 459.40 FEET TO A 1/2" REBAR
o �
&CAP (PS #1401); THENCE SOUTH 88 17 13" EAST A DISTANCE OF 313.05 FEET TO A 1/2 REBAR &CAP (PS #1401);
THENCE NORTH 010 22' 46" EAST A DISTANCE OF 640.60 FEET TO A 1/2" REBAR & CAP (PS #1401); THENCE SOUTH 880 17'
13" EAST A DISTANCE OF 1,444.24 FEET TO A 1/2" REBAR & CAP (PS #1401); THENCE NORTH 010 35' 45" EAST A DISTANCE
OF 701.21 FEET TO A 1/2" REBAR & CAP (PS #1401); THENCE SOUTH 88017' 13" EAST A DISTANCE OF 517.95 FEET TO THE
WEST LINE OF A TRACT OF LAND CURRENTLY OCCUPIED BY CENTRAL ARKANSAS WATER WATER TANKS AND OTHER
FACILITIES, SAID POINT BEING TO A 1/2" REBAR & CAP (PS #1401); THENCE SOUTH 0210757 WEST ALONG THE WEST LINE
OF SAID C.A.W. FACILITY PROPERTY A DISTANCE OF 651.35 FEET TO A 1/2" REBAR; THENCE SOUTH 87° 30' 59" EAST ALONG
THE SOUTH LINE OF SAID C.A.W. FACILITY PROPERTY A DISTANCE OF 362.48 FEET TO THE EAST LINE OF SAID SE1/4 OF
0
" REBAR; SAID LINE OF THE SE1 4 OF
SECTION 23, SAID POINT BEING A 1/2 R, THENCE NORTH Ol 33 54 EAST ALONG S EAST /
O
SECTION 23 A DISTANCE OF 392.09 FEET TO A 1/2' REBAR &CAP (PS #1401); THENCE SOUTH 87 58 OS EAST A DISTANCE
OF 810.36 FEET TO THE BEGINNING OF A NON -TANGENTIAL CURVE TO THE LEFT, SAID POINT BEING A 1/2" REBAR & CAP (PS
#1401), WITH SAID CURVE HAVING A DELTA ANGLE OF 23° 46' 34", A RADIUS OF 1,320.00 FEET, AND WHOSE LONG CHORD
BEARS SOUTH 740 54' 26" EAST A DISTANCE OF 543.84 FEET; THENCE ALONG SAID CURVE A DISTANCE OF 547.76 FEET TO
THE EAST LINE OF SAID WEST HALF (WI/2) OF THE SW1/4 OF SAID SECTION 24, SAID POINT BEING A 1/2" REBAR & CAP (PS
#1401); THENCE SOUTH Ol° 22' 50" WEST ALONG THE EAST LINE OF SAID Wl/2, SW1/4 OF SECTION 24 A DISTANCE OF 91.6°
FEET TO THE NORTHEAST CORNER OF THE SWl/4, SWl;'4 OF SEACION 24, SAID PO-,T BEINNG A SQUARE IRON; THENCE
SOUTH 010 09' 36" WEST ALONG SAID EAST LINE OF SAID W1/2, SW1/4 OF SECTION 24 A DISTANCE OF 1,322.83 FEET TO
THE SOUTHEAST CORNER OF SAID SW1/4, SW1/4 OF SECTION 24, SAID POINT BEING A 1/2" REBAR LOCATED IN PYE ROAD;
THENCE NORTH 870 57' 29" WEST ALONG THE SOUTH LINE OF SAID Wl/2, SW1/4 OF SECTION 24 A DISTANCE OF 1,349.61
FEET TO THE POINT OF BEGINNING; CONTAINING 82.49 ACRES, OR 3,593,243.57 SQUARE FEET, MORE OR LESS.
\FOUND 1/2" REBAR
-NORTHWEST CORNER
NW 1/4, SE 1/4
SECTION 23, T-1-14, R-12-W
RR SPIKE 587°33'44T - 1,358.34'
S8703344E-1,311.66' S87 °24'Ol"E - 1,314.14'
(GLO=1,293.60') (GL0=109.88(BY PRORATION) 1,318.02') (GL0=1,318.02')
IN
NAIL C.
1 M NE I NW I NW NE N NE I�
W1/2 0 +'14
NENW
NAILINN87°12'55"W-3- CONC.POST_ _ "X" IN
'OS"W-1,317.79' N89°13'S4"W 1314.W CONCRETE
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I 1 � o NW I SW wl SE
M NE I NE 13
3/4" PIPE S87°�"E-1,190.32' z z z N
N87°04'23"W_1,338ST S88°02'17"E-1,318.65' S88°02'17"E-1,318.65'
61,83' 1" PIPE - -
1/2" REBAR - - STONE
12 NW
I SW 3 M w l NW NE �I
NE �I
M M Q SE I SE M
SW
S88°0ON
3E
944"E-1,3'44"E - 1,316.13'
c� N87029'_-1,368.10'
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15 SW I _M
SW I N o SE e SW SE Q
SW ry SE SE ^ I
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AXIS LN86-3610i.-W-11189.841 y IRON BOLT 1,313.61' 1,313.fi1'
(GL0=1,100.88') N87°52'48"W-1,397.69' N880I713 - 2,627.22' - - BRASS MON,
91.31' (BY PRORATION) (GLO=1,393.92') (GLO=2,639.34')
(GL0=90.42) SECTION 23, T-1-N, R-12-W
SURVEY BREAKDOWN
S88002'17"E • 1,318.15T (M)
S88°02'17"E - 1,318.65'(M)
NORTHWEST CORNER O-
�NE 1/4, SE ,
SECTION 23, T 1 N, R 12 W
NW 1/4,
SE 1/4
�yOF
S87026'23T - 2,663.24' DATE
(G�L0=2 66668,38') 1" PIPE
1331.62'(M) 3T62-(M) ry
c I �3 ---r- -I
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oI NW NI NE
o NW NW ry I
z z °
"X" IN S87°35'34T-1,33E88' C.P.S.
CONCRETE S87°40'OS"E-1,333.83' NE 1/4
I
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of SW of SE 3
a u NW NW
� z "REBAR ° I
S88°04'S5"E-1,334,55' (PS #966)
STONE - _ _ 1" PIPE
S87°26'S1"E-1,343.72' - - - - - -
N
I NW a NE 3
SW =
SW o
s
z
N c 587°58'OS"E-1,339.55' SQUARE IRON
e' o S87°35'41"E -1,334.48'
o SE 1/4 I
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I SW m SE
SW o SIN to
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BRASS MON.
1/2" REBAR
L -29"W- 1,349.61 N87045'151W- 1,326.9� - - - -
(GLO=1,320.33') (GLO=1,320.33') C.P.S.
SECTION 24, T-1-N, R-12-W w
SURVEY BREAKDOWN Li
S88004'55"E - 1,334.55' (M)
Z
FOUND STONE FOUND 1/2 REBAR (PS #966) /
REFERENCES: NORTHEAST CORNER) Q
16" HICKORY @ N52°W -12.8' \.^ NORTHEAST CORNER NW 1/4 SW 1/4
28" PINE @ N600E - 15.0'
ZQ
C
W Z
Z
Z J
'Yrn W
V U)
W
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LL.
S87058'05"E - 810.36'(M) I O
COMPUTED g
NORTHEAST CORNER LL
-2' CEMRAL ARK. WA® r
SW 1/4, SE 1/4 ^ I V (NODEEDMUND) N �I
S88°0944"E - 1,316.13' (M) SECTION 23, T-1-N, R-12-W� n o 0 5.62 ACRES V
1pClyOTUTfLEROCK /
(GILLAM PARK) V
NE 1/4, FOUND
SE 1/4 �1/2" REBAR
NO2°07'57 E 4812' (M)
NE 1/4, SE 1/4 a
SECTION 23, T-1-N, R-12-W SECTION 24. T-1-N. R-12-W
NW 1!4,
SW 1,'4
�I L=547.76' (M), R=1,320.00' (M), A=23.78° (M)
CH=S74°54'26"E - 543.84' (M)
29.8 ®� (PROPOSED PROPERTY LINE
5.65 ACRES r /
IN THE NE 1/4, SEl/ i / / ESTABLISHED AS ARC BY REQUEST)
IN THE NW1/4, SW1/4
- - - - - - - - z S88°0944"E - 1,316.13' (M) I M S01022'50"W 9]
- - -- - - S87°58;'05"E- 1,339.55'(M) -
UNDERGROUND GAS LINE I COMPUTED - - - -
02
LOCATED FROM EXISTING I o NORTHEAST CORNER FOUND SQUARE IRON /
o ARKLA GAS LINE MARKERS FOUND SE 1/4, SE 1/4 NORTHEAST CORNER J
v - - S88°17'13"E 1,444.24' (M) 1/2" REBAR S87°30'59"E - 362.48' (M) SECTION 23, T-1-N, R-12-W SW 1/4, SW 1/4
po
_ G _ G_ _ G SECTION 24, T-1-N, R•12 WT G - - - - - - - - - �G -----G -----G -----c -- FOUND1/2" REBARROPOSED PROPERTY LINEo
ORRESPONDS W]TH NORTH & CLR TRACT 3 HISWEST INE OF AREA GAS EASEMENT82.49 ACRES 14.66 ACRES93,243.57 SQ FT IN THE SE 1/4, SEl/440.0'GAS EASEMENTN88°1T13 W - 1,874.1T (M) WEST - 187417' D t�ll
(INSTR. #84-23287)
IANAIE(FAYfl Rmn 6 i
N I PRrvAiE GAAVEL ROAD
Liu' (SECTION LINE �
I I 40.82 ACRES �� 5E
z I I I TO EASEMENT)IN THE SW 1/4, SW1/4
130.0' (SECTION LINE
o TO EASEMENT) C M
I i
cY SE 1/4 I SW 1/4
-__ , E - 313.05' (M) I I SW 1/4, o
SE1/4 I �� %`,
f II I o cluNtrE nouNrAm �+Ra>Es fO v�p�vCO�QP��I
0 40.0' GAS EASEMENT I o E� F T c
(INSTR. #84-23287) °' J `GRANITEMOUNTAINQUARRIES� o L I i yOti
ASSUMED LOCATION OF FF�
UNDERGROUND GAS LINE �F
15.67 ACRES o
o ��I
z IN THE SW 1/4, SE1/4
SECTION 23, T-1-N, R-12-W
SECTION 2fi, T-1 N, R-12 W - N88°1T13"W - 613.05' (M) - _ _ SECTION 23, T-1-N, R-12-W _
--- = J I S88°17'11"E - 701.26' (M) SECTION 26, T-1-N R-12-W S88°1T13"E-1,174.02' (M) - - - - - - - - G - - - - - _ _ _
FOUND 1" BOLT IN PULLEY c COMPUTED / G -
SOUTHWEST CORNER J POINT OF BEGINNING (SURVEY) N87°5T29"W-1,349.61' (M)
SW 1/4, SE 1/4 I I SOUTHWEST CORNER N88°1T13"W - 140.00' (M) -15,
SECTION 23, T-1-N, R-12-W III SW 1/4, SE 1/4 FOUND BRASS MONUMENT IN CONC. FOUND 1/2" REBAR /
SECTION 23, T-1-N, R-12-W ( STAMPED "SOUTHWESTERN BELL" SOUTHEAST CORNER J
SOUTHEAST CORNER
I I ENO SE 1/4, SE 1/4 SW 1/4, SW 1W
JJ SECTION 24, T 1 N, R 12-W
SECTION 23, T-1-N, R-12-W
i
i
STATE OF ARKANSAS FILING CODE
500-01N-12W-0-23-200-60-1401
REVISIONS
s
SHEET CLR3
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