HomeMy WebLinkAboutS-0548-D Map 1CERTIFICATE OF ENGINEERING ACCURACY
I, Robert D. Holloway, hereby certify that
this plat correctly represents a plan mD10
by me, and that the engineering requirements
of the Little Rock Subdivision Rules an''
Regulations have been complied with.
DATE ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL ENGINEER
NO. 2335, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, Robert D. Holloway, hereby certify that
this plat correctly represents a boundary
survey made by me and boundary markers
shown hereon actually exist and their
location, type and material are correctly
shown.
O -I9.0
DATE ROBERT D. HOLLOWAY
REGISTERED LAND SURVEYOR N . 83
ARKANSAS
SURVEY CLOSURE:
1:291363
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.
DATE C R BECK TRUST
JOHNNY MITCHUM
P.O. BOX 2317
BATESVILLE, ARKANSAS 7250
INSTRUMENT NO. 86-52749
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision
Rules ans7__Regulation_s,_and all of the con-
ditions of approval having been complete
this document is hereby accepted. This
Certificate is hereby executed under the
authority of said Rules and Regulations
CERTIFICATE OF RECORDING
This document, number filed for
record_ , 19 , in Plat Book
Page
LEGEND =
CENTERLINE
MIGHT OF WAY
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1.
520-19'-14"
85.58'
78.15'
42.04'
66.9502°
2.
570-23'-58"
76.79'
76.93'
42.08'
74.71120
3.
790-4l'-20"
81.50,
113.35'
68.01'
70.30180
4.
650-15'-19"
92.00'
104.78'
58.90,
62.27830
5.
770-42'-30"
52.21'
70.81'
42.06'
109.74170
6.
630-27'-29"
68.02'
75.34'
42.06'
84.23400
7.
670-23'-22"
104.98'
123.48'
70.00'
54.57800
8.
580-43'-01"
93.56'
95.88,
52.63'
61.23980
9.
320-48'-24"
186.03'
106.98'
55.00,
30.66750
10.
170-1l'-17"
661.69'
198.50'
100.00,
8.65900
11.
12°-08'-42"
469.99'
99.63'
50.00'
12.19070
12.
66"-27'-38"
146.18'
169.57'
95.77'
39.19550
13.
700-43'-23"
70.46'
86.97'
50.00,
81.31710
14.
040-17'-34"
5779.60'
433.03'
216.62'
0.99130
NSCALE: 1 "= 100'
100 0 1.00'
FINAL PLAT
CANDLEW000 III
SUBDIUISION
LITTLE ROCK, ARKANSAS
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0 1000 5000
zG�J 10, 1989 VICINITY MAP
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030;1� LEGAL DESCRIPTION
Lands lying in a part of the Northeast quarter of Section 18
�1 8 ,�� �� i' \ _ ��' �'eP I and a part of the West t of Section 17 all in Township 2 Nortt,,
°� ' / ,\/yh� i I o�"i ,O /�i ,�� O , g� /�� �� �(({ I Range 13 West, City of Little Rock, Pulaski County, Arkansas and
/ �t � 03i' ' 4 � 9ro '� I more particularly described as follows:
6
/ �, /i , 5 �O 69 � i�,,(( yE 1� 1 \00 66I Commencing at the Northeast corner of the Northwest quarter
�% i / i P Sim �,��\v"\`Q� I of the Southwest quarter of said Section 17; thence along
i LOT # 5 % �� ' ' ? the East line of the Said Northwest quarter of the South. m N
(v ' 6.181 ACIh j •� i� �' 1 , X ��'��� �I west quarter South 01-44'-14" East 87.79 feet to the point Q
I b �� \ _ r<I of beginning; thence leaving the said Eas� line South 86 - ^)
- - --- - - 12,OOON--- - _-/�~ _ _ / _�_A _`.. -. `"� i' �� `k \��'�'OI 52'-l0" West 564.45 feet; thence South 03-17'-15" West ` C%%
- 73.51 feet; the ce South 890-08'-59" West 180.22 feet; Irn Z
w `^� - - --_ f t:h�ncc South 40 5i'�2" L4est 216.35 feet;- thher,= North-- - - ---- � 1W W - r
49-04'-ll" West 77.50 feet; thence North 64-23'-44" West J �[
\ \ // i 06�'' / i 131.86 feet; thence North 78-08'-05" West 43.30 feet;
/ �1 ro ,� 1`1 3O I th nce North 7i,-03'-26" West 107.99 feet; th nce North r <
f� i� 59�-33'-28" {Jest 130.51 fee thence North 43g-35'-51" West Q
� / /� ' �� 3\h 4q\1fp N 90.57 felt; thence North 59-22'-32" West 939.01 felt; thence J Y
LOT # 4 / / a ili I 00 North 30 -40 28" East 150.80 feet; thence North 28-14'-06 Q
6.339 AC / '' \s-�, y[j I East 788.74 feet to the South right of way line of the Little
0/ /' ; LOT + 3 �'� y QILpIF� E Rock and Western Railroad;0thence along the said South right Q
O/ 0 / / 7 0 7 8 A C / / ^ ,. �0 ��� of way line along a 0.9913 curve to the right 433.03 feet Ocr
�e {.. �• �� ,,-t to a poi t to which there is a chord bearing and distance of FZ O
W South 78g-08'-28" East 432.93 feet; thencS continuing along
N 58 28 4B // / / / ,W g 0� - the said South right of way line South 80-22'-27" East _J
W / / / / / / ^ • 7 ? - - _ 877.19 feet to the East line of the Southwest quarter of the I-
�� 13 �/ /' LOT # 2 K / g 6 E , �,� I Northwest quarter of said Section 17; thence leaving the F-
I P 8 029 AC oa q 6 - - 1:p M I said South right of way line and running along the said East J
�� / h°h/' i' / y,E � I line South 01-44'-14" East 827.67 feet to the point of be- W
A N 1 roi'// ``7 ,/' p�I,fpG - I ginning containing 36.385 acres more or less.
.�/ ch -+ I ,'/ // 20 Iil'•' NI J
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10L47 / 1�T 1� 12 / / i/ pS\// / ' J� �1�'� \N�//
/� \ /' / ; rb/' Q\ S�� j // // / ' ! I w GENECb
RAL
\ �\\ / h / / , / / / % I V / N % /' ' } '\ // /' Pik/ h�/ % ti// % j I 1. i ALL LOTS HAVE A TWENTY FOOT UTILITY
/ � 9 ti �/ / J 0 b / / ^�/ / � OR DRAINAGE EASEMENT ACROSS THE REAR.
�\ 0, Sv ti� �/ Q� \�� // // off/ / ; LOT # 1 I 2. IRON PINS ARE SET AT ALL LOT CORNERS.
��`,Q Q• / / 4a•% / 8, 758 AC I O 3. ALL DISTANCES ARE CHORD DISTANCES.
S9 00, / / O QQ n\// / ' 10 I 4. OWNERS AND CONTRACTORS SHALL CONSTRUCT
/ 22,
4-... ? i // j 1 II I FOUNDATIONS HIGH ENOUGH TO PREVENT
/ 3�4/�_\ ``' S \\ \ j / FLOODING FROM EXCESSIVE SURFACE FLOWS.
11,500N
j (v � / � 5. HOUSE BUILDERS AND OWNERS SHALL NOT
CONSTRUCT PRIVACY FENCES OR WALLS
/f, WHICH INHIBIT NORMAL SURFACE DRAINAGE.
9,, ^ / / � O 5W Y4 `5GC• IT 6. EACH LOT WILL REQUIRE A GRINDER SEWAGE
/ 43 �\ / / (b/ / M! ' ' 2• 1"�•I'S-l..I PUMP AND A 11" FORCE MAIN TO TIE INTO
O \\ M \� / j \ i j r IS 1 II,� 1 THE VALVE BOXES ON THE NORTH SIDE OFtv i
/ 3 r'. ' ______--JO ' MAINTENANCE THE ACCESS ROFDTHE PUMP AND THE FORCE
11 / / % j �1n� Ow/ 15 �TIUTYpSEME1•JJ------- ,Y� v,F MAIN - FROM THE PUMP TO THE VALVE BOX
/ ,`O/_--_-------- rK�'i I WILL BE THE RESPON
SIBILI
TY OF THE
564.45, INDIVIDUAL LOT OWNERS.
0"
N 43035'5 "W 90.57A/ S 86052I
7. NO GATE OR OTHER ACCESS CONTROL
i / I MEASURES WILL BE INSTALLED ACROSS
60�, 66 2r // S 03017' 15"W 73.51' THE PRIVATE ROAD EASEMENT.
S. THE PRIVATE ACCESS ROAD IS OPEN TO
\O\0 ALL PUBLIC SERVICE VEHICLES INCLUDING,
N 59°33'28"W 130.51' �� `' 'P�' ` 10 I
S / BUT NOT LIMITED TO: POSTAL, SANITATION
DEPARTMENT, FIRE, POLICE, AMBULANCE,
z/ \\\``��`���•� • 06'\ti\\ ` S 8 9O O 8' S 9 „ W 1 8 O 2 2' / A P & L, SOUTHWESTERN BELL, ARK -LA AND
N 70°03'26"W 107.99' Zp ` V \� -/ I THE LITTLE ROCK WATER AND WASTE WATER
/ DEPARTMENTS.
q \ I 9. THE ACCESS ROAD ENDS AT THE HAMMERHEAD
C { ��'s0'o. ; I 1& 1 15 � 4- 13
A`O y � BETWEEN LOTS 4 AND 5, AND CONSTRUCTION
V N 7 80 0 g ` 0 5 " W 4 3.3 0' ' I O 2S• OF THE ROADWAY ACROSS LOT 5. �{
` 1. _ _ , „ , 10. EASEMENT ACROSS LOT 5 FOR FUTURE F�
�`' 'S 4 00 5 1 5 2 W 2 1 6.3 5 ROAD CONSTRUCTION. .�
N 64023'44"W 131.86 ' �� /8
CANDLEWOOD 170
Oti 14
N 49004'11"W 77.50' 0`29' �-- SUBDIVISION I"" `
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