HomeMy WebLinkAboutS-0717-E Map 1CERTIFICATION OF ENGINEERING
ACCURACY
1, W lliam L Dean.P-11, hereby certify that
this plat correctly represents a plan made by me, and
that the engineering requirements of the Little Rock
Subdivision Rules and Regulations have been
complied with
3//1/11
Date of Execution
�-.�--
William L. Dean, P.E.
Registered, Professional
Engineer No. 4418
Arkansas
CERTIFICATE OF RECORDING
This document, number _ filed for
record - 19. in Plat Book
Page
Clerk
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
acccordance with this plat.
Date of Execution Jack Wilson
Woodhaven Dev. Comp.
8721 Warden Road
Sherwood, AR 72110
CERTIFICATION OF SURVEYING ACCURACY
1, WAIiam IL Gipson, &L.S., hereby certify
that this plat correctly represents a boundary survey
made by me or verified by me, all monuments required
actually exist and are correctly shown hereon and that
all surveying requirements of the Little Rock
Subdivision Rules and Regulations have been
complied with.
Date of Execution William R. Gipson
Registered, Professional
Surveyor No._1174
Arkansas
CERTIFICATION 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 certification is hereby executed under
the authority of said rules and regulations,
------C.
Date of Execution L.R. P - ning Commision
PAGIS MONUMENT
2090-48
S 89'05'52" E 315.00'
169937.4179
178107.6371
(--FUTURE PHASE
S 89°05'52'\' E 340.19
1 50.00
169932.4581 \ _ -' -- - - -' - -
1178422.5980 \ \ SAG 288. EX. MH
e, u
> Ui _ _
1 -7 ►
2 3 S 49*22'24"W 841.29
13 W
9J 39. 8'
169784.2728
1 178380.9596
N 15*41'41" E
50.00'
1 69736.1370
1178367.4339
CURVE DATA 169712.8609
1178426.501
R = 213.52'
T = 29.42'
z�= 15041'18"
CHORD BEARING = N 66027'39" W
CHORD = 58.28' 169606.6a92
1178376.1
-
PAGIS MONUMENT
090
169927.1017
" 1 178762.7459
I
I
/
POB
45.19' NE CORNER
S ss--- SE 1/4, NE 1 /4
o� / 289.0 I SECTION 24
(o
°� c
iv
1 id
N 3241'33" W I
43.9V
I
N s a S 5'30'n 7" W \'\ \ 47" W
\ 3.23'
`\`?\24J W \ 1�35I�51' � S 90.11' I
6q,� /
(290.0
y� i ���k i G��O� N 2�/17'011' E o
\ /�/46,77' IUri
tK 22 I^
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b, 73°52:a2 /E po°
\ S1
3,2 „W ,tK
50'26'08" E
°� ry 60.E C'\ \\ 9N 003'38"
ryry h \ 2,6 90 �s3r � 0 $ I" S \ 9
a o .\s:, 2 90.0 ,,.
ti
1 6°�r---
,�\
6 AO � g0/ \\ \ \ \� iLr
r\
169549.4882 / J\ \ 2 2�q
1
1178426.S014 \ / S 4 1°09'b2" E r2.13',�a �° N
+ i \
W
,,5 F'0 ,, i �2. \O ` �\ � `1 ' \ � 1 5 79°39'26„
9�/ / \ 120.931 i
169483.6244 15.0' �1), 0 �" �; F \
1 178332.6004 �-29
// \ . " E 1 2.0
1 10.00, �
W S 03°49'd3" E I N O4 22'17" W to
Ip a 42.1911 I I 53.89, 25 to
2863 0� d I 3 I h! N01°36'01"E I�
S 81°12'40" W 9 0 o I 88 43'S9" W I 3
44.38' N 51 °56'54" W � ro 0
35.01' wl I 112.39'
1 2 S 46°36'01 "'W o o w I CD
-3S36'
7°Z71 219.34' o� ii la m oo
N 8 1 4 E s z6°13'sa" w / F f
` 44.83' / 88-23-50" W �' o J 'If
169406.2267 i I I L_ f / -- 53:90 z' o I I O
1179306.7105 ' 9" E' r N 88°23'59" W 150,00' 1 Z I
103.77' O -- N VA - -- - - - -
rT --t ---- -- --- --� GLEN VALLEY COURT -� I N 88°23'59" W
I I S 20'24'30" E' \ .-$0°00'O5" I w 1 1 2.39'
37.47' S3.90' I z
�.� S 88-23'54'1 W \ �
I! N 57*21'31' �� ! C
m I I \ \ % 38.59- - r COto � m, ' u
- S 43'23'54" EI
, QN S 71010'30" E w 35.36' 1 O 'n
16891 4.5679
1178294.9266
CD
00
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fi
Ifeatherbrae Subdivision Phase 11
Part of the SE 1/4, NU' 1/4, Section 24, T-2-N, R-14-W, City of Little Rock, Pulaski
County, Arkansas, more particularly described as follows:
Commencing at a concrete monument known as Pagis Monument 2090-47 representing
the NE corner, SE 1/4, NE 1/4, Section 24, T-2-N, R-1-W and the Point Of Beginning,
thence S 01°36' 01" W for a distance of 1027.75 feet to a found iron pin, thence
N 88°04'04" W for a distance of 439.37 feet to a found iron pin, thence N 01 °22'23" E for
a distance of 491.80 feet to a found iron pin, thence N I8°29'43" E for a distance of
81.61 feet to a set iron pin, thence N 54'57'13" E for a distance of 114,70 feet to a set
iron pin, thence N 41 °24'08" W for a distance of 72.21 feet to a set iron pin, thence
N 22°51' f 0" E for a distance of 11526 feet to a set iron pin on the southerly Right -of -
Way line of Glen Valley Drive on a curve to the right, said curve having a central angle of.
15°41' 18" and a radius of 213 52 feet; thence along the arc of said curve on the southerly
Right -of -Way of Glen Valley Drive to a set iron pin, said curve segment having a chord
bearing of N 66°27'39" W and a length of 58.28 feet, thence N 15°41'41" E for a distance
of 50.00 feet to a set iron pin on the Northerly Right -of -Way line of Glen Valley Drive;
thence N 15'41'41 " E for a distance of 153.92 feet to a set iron pia, thence S 89°05'52" E
for a distance of 340.19 feet to the Point of Beginning, containing 9.52 acres more or less.
.5h 9fo 48.1 2' _ ! 3 z N! I
�1\�`L. m o c, �''� N 88°23'S911 W
1 U I 1z.39' I NW CORNER
I o w o° w I S 1 /2, SW 1 j 4, NW 1/4
S 88'04'04" E o' M g h
SECTION 19
S 88°04'04" E ! p } o n Ir
-- --- --- .. _ _ w 1-
163.15' 115.00, m o h
w
I
I
II
II 16
S 23'16'22"
36.39'
I - f
S 88°04'04" E
102.59'
II I
S 20'59'300'
38.95'
,I I
'I 5" I
I o' �e
II I
li
N
O 3 z N 88°23'S9" W
p- w�
1 1 2.40' _--
N
O h p �
S 73°52'30" W
m I m l ; z \
o l� o
N 53°59'36" W j %'-I N , 1
�. 38.86' 1 I ! o !0,
46°49S8"W N 4'0'4t.00" W
IW 35.25' -�i ( \ 34.36' HEQTHERBRAE
N 88°04'04 , W / SUBDIVISION
53.76' � At 7 P� ASE 1
- -
N 88°04'04" W " 3'43" K TRACT A-1
183.44' 86°28'03" - '--'�4 \
G -- -- -- --- - -- - 4.
HEATHERSTONE 33.44I PT
57.20' 85.00'
588°04'04"E
\ c)
N 52°43'39" E 25' BLDG. LINE S 10
S 76°43'47' N
54.18' w w w f
60 1
O tn -z 0
I00o\�
z z Z I I.M
'r
O PC
-
N 88004'04' W 439.37' 1
TRACT A-! HEATHERBRAE SUBDIVISION
TO BE CONVEYED TO
CITY OF LITTLE ROCK BY r- r
`-'
QUIT CLAIM DEED S I KEET URVE- DATi
/ IHEATHERBRAE
168899.75,55 / SUBDIVISION ll \
1178734,0462 PHASE I Irld I,
TRACT A-2 I
RV
R 18 4.iJ101'
T-_ ,35.,7'
^,- 7"'22'00'1
CHORD BEARING = N
CHOPG) -- 213.2I'
CURVE NO. 2-
R = 248.42'
T = 100.00'
�= 43°51' 1 7"
CHORD BEARING = N 2h'
P�r�
CHORD = 185.53'
��•
R
CURVE NO. 3
R = 238.5t'
T = 100.GIG'
CHORD BEARING - r1 6:
CHORD = 1 84.4.
60 0 60 120
scale teet
LEGEND
100 - YEAR FLOODPLAIN LINE
290.0 MIN. BUILDING FLOOR ELEV.
8 PAGIS MONUMENT
(GONG, MONUMENT'dd,/2" CAP)
-55--- EXISTING SANITARY SEWER
GENERAL NOTES
1 . All building lines area a minimum of 25 feet from property line:,
unless otherwise noted.
2. All easements shown to be used for utilities and/or drainage and
are to be 10 feet in width unless indicated otherwise.
3. All lots having curved boundary lines are measured using chord
distances.
4. Minimum floor elevations denoted for subdivision lot_ 1-29 wture
derived from U.S. Army Corps. of Engineers 1988 rl-, :j f^r
Taylor Loop Creek.
5. Boundary ,00rdinates shown are Adjusted state pione coor inate:
(North Zone, NAD-83), derived from closed traverse iron PAGIS
monument 2090.
Closure of Traverse
FINAL PLAT
HEATHERBRAE SUBDIVISION
PHASE 11, LOTS 1- 2 9
l�
TRACT A-1 AND TRACT A- 2
PART OF THE SE 1,/4, NE 1 /4
SECTION 24, T-2-N, R-1 4-W
PART OF THE S 1 /2, W 1/4, NW 1/4
SECTION 19, T-2-N, R-13-W
SUBMITTED : FEBRUARY 1994
OWNER OF RECORD: WOODHAVEN DEVELOPEMENT COMPANY
8721 WARDEN ROAD
SHERWOOD,AR 72116
TIE SOURCE: INSTR. NO. 93-16016
CIVIL DESIGN, INC.
1001 FAIRPARK BOULEVARD
LITTLE ROCK, ARKANSAS 72204
F�