HomeMy WebLinkAboutS-1493-A Map 3CERTIFICATE OF OWNER CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SURVEYING ACCURACY
We, the undersigned, owners of the real estate I, Michael P. Marlar, hereby certify that this 1, Michael P. Marlar, hereby certify that this
shown and described herein, do hereby •certify plat correctly represents a plan made by me, plat correctly represents a boundary survey
that we have laid off, platted, and subdivided, and that the engineering requirements oiI made by me and boundary markers shown hereon
and do hereby lay off, plat, and subdivide said the Little Rock Subdivision Rules and actually exist and their locations, type, and
real estate in accordance with this plat. Regulations have been complied with. material are correctly shown.
5--17-01 /'4 % `' t
ate e WIrlam D. Phelps, Managing ember Michael P. Marlar Michael P. Mortar
Lochridge Estates, LLC Reg. Prof. Engineer No. 6907, Ark. Reg. Land Surveyor No. 1240, Ark.
10012 W. Markham
Little Rock, AR 72205 Date of Execution // 5-17-67
Date of Execution
Source of Title 2004101604 CERTIFICATE OF FINAL APPROVAL
Persuant to the Pulaski County Subdivision Rules and Regulations this document was given
/00 50 0 /00 20OFT a proval by the Little Rock Planning Commission at a meeting eld on August 29, 2005.
CERTIFICATE OF FINAL APPROVAL All of the conditions of approval having been completed, this d ument is hereby accept _ and
this certificate executed under the authority of said rules d regulations. '%
SCALE: 1"= /00' Persuant to the Little Rock Subdivision
Rules and Regulations and all of the ---L1 � -, _-----n1 '
conditions of approval having been completed, ------ - -------------
this document is hereby accepted. This Date Director, Pulaski County Pla
ing Depart ent
Certifi ate is hereby executed under the
- au QFI of sold Rules and Regulations. NOTES AND LEGEND:
/) 7j /G L%z'IRON PINS WILL BE SET AT ALL LOT CORNERS FOR FINK PLAT.
l+� l 2 ALL RADII ARE 95'UNLESS OTHERWISE NOTED.
Name & Address of: Little RoCV Planning Department Dote 3. THE PROPERTY IS NOT LOCATED IN THE I00 YEAR FLOOD PLAIN AS
Subdivider & Developer SHOWN ON FEMA FLOOD MAP 050179 OJ80 D DATED JULY 16.1996.
Clint Boshears, Managing Member 4. ALL LOTS HAVE A 25'BUILDING LINE AND 10'EASEMENTS
Lochridge Estates, LLC ACROSS THE FRONT UNLESS OTHERWISE SHOWN.
10012 W. Markham IRON PIN O DUANTATNE DATA 5. ALL LOTS HAVE A Id EASEMENT ACROSS THE BACK
Little Rock, AR 72205 UNLESS OTHERWISE NOTED.
CONCRETE MONUMENT Q TOTAL PARCEL SIZE 94.45 ACRES
6. THERE SHALL BE NO INDIVIDUAL LOT ACCESS TO MARSH ROAD.
�
FINAL PLAT OF.
LOCHRIDGE
ESTATES
AN ADDITION TO
PULASKI COUNTY, ARKANSAS
LOCHRIDGE ESTATES LLC xx•eu1� 7.ALL LOTS HAVE A MINIMUM SIDE YARD SETBACK OF 8 FEET WITH A ZONED R-2
54R-014A0-074.00 BUILDING LINE PROPOSED USAGE -RESIDENTIAL AVERAGE LOT SIZE -I1700 SOFT. MIN OVERHANG OF 0.
UTILITY EASEMENT MINIMUM LOT SIZE -10JI7 SO.FT.LOT 39 B. WATER WILL BE SUPPLIED TO SUBDIVISIONHALL BY CENTRAL E SEWER
WATER.
- xx•UriurY eAseuexr 9NUMBER OF LOTS - 156, WASTE WATER COLLECTION SYSTEM SHALL CI PRESSURE SEWER SYSTEM AND
STATE PLANE COORDINATES: BOUNDARY LINE Y, x LENGTH OF NEW ROAD -8333 LF PRIVATE WASTEWATER TREATMENT FACILITY ONS/rE.
j N. 14112351-xx'xx•xx• -- - I0. PROPERTY IS ZONED R-2 AND WILL BE USED FOR RESIDENTIAL HOUSING.
E. 1/67449S4 CENTER LINE
FOUND V2' REBAR
NORTHWEST CORNER
SW�4 SWY4
SECTION 14 FOUND Vz' S 8Cg°07 /4 E 660.8T SET /z'
T-1-N.R-14-W REBAR , ,�
----- S 88°14'19" E 1268.13` Q - - - - - - - - - - - - - - - - - - - ---------------REBAR S 88'07114" E 421.03'
- - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------------------- 23/65' i
- - - -`- - ----------------------------------------------------------
FOUND V2' ,
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i REBAR S 88°0712 E 1318.98' i N� Part of the SWV4 and SEV4 of Section 14, Township / North, Range 14 West, Pulaski I
County, Arkansas; more particularly described as follows: i
W
Beginning at the SE Corner of the SW%4SWI14 of sold Section 14; Thence North 89
Degrees /6 Minutes 33 Seconds West for 1247.77 feet to a point on the Easterly right-of-
way line of Marsh Road for the point of beginning; Thence North 01 Degrees 27 Minutes
17 Seconds for 608.18 feet along the sold Easterly right-of-way; Thence continue along j N�
I right-of-way North 04 Degrees 05 Minutes 26 Seconds East a distance of 65.03 feet;
ON
j Thence South 88 Degrees 32 Minutes 42 Seconds East a distance of 125.28 feet; Thence I N 69°06'46" E 130.00' -)
South 53 Degrees 36 Minutes 42 Seconds East a distance of 503.06 feet; Thence South j N 83'51'40" E 5/.70'
I 63 Degrees 31 Minutes 22 Seconds East for a distance of 191.67 feet; Thence North 3l j
N j Degrees 49 Minutes 52 Seconds East for 150.26 feet; Thence North 53 Degrees 26 i \
BAR
Minutes 00 Seconds West for 54.34 feet, Thence North 44 Degrees 27 Minutes 29 \ R
I Seconds East for 136.65 feet, Thence North 65 Degrees 09 Minutes 12 Seconds East for
311.40 feet: Thence North 59 Degrees 21 Minutes 30 Seconds West for 61,33 feet; R
N I Gj` A\ .`�` ET Vz'
! Thence North 28 Degrees 59 Minutes 47 Seconds East for 133.55 feet, Thence South 59 j \ \O\'�\pc SET y2' �\ EB v �50
I Degrees 08 Minutes 30 Seconds East for 90.05 feet; Thence North 85 Degrees /0 t�
REBAR
Minutes 27 Seconds East for 274.35 feet; Thence North 65 Degrees O/ Minutes 49 I m T9
! Seconds East for 456.88 feet, Thence North 83 Degrees 51 Minutes 40 Seconds East for j (� + �\� 79 \ a g
OO I 51.70 feet; Thence North 69 Degrees 06 Minutes 46 Seconds East for 130.00 feet; �a� \\ 5
Thence North 20 Degrees 53 Minutes 14 Seconds West for 276.60 feet; Thence South 88 �h 1
Degrees 07 Minutes l4 Seconds East for 421.03 feet: Thence South 0l Degrees 01 6 j N56 \ 130
�j Minutes 26 Seconds East for 50.14 feet: Thence South 87 Degrees 44 Minutes 09
i Seconds East for 472.20 feet: Thence South 0/ Degrees 45 Minutes 46 Seconds West for i 65OV 49 E N� 95 \ \ 78 \
1293.85 feet; Thence North 88 Degrees 48 Minutes 44 Seconds West for 471.07 feet;
j Thence North 87 Degrees 54 Minutes 37 Seconds West for 190.14 feet, Thence North 00 sw �a " op, W
Degrees 24 Minutes 30 Seconds East for 318.27 feet; Thence North 47 Degrees 38 I �� N� 76' \` w 6 p6c�
g g SET VzT / N 96 c^ 36• VG, \ S y0N Pao
! Minutes 52 Seconds West for 227.78 feet; Thence South 49 Degrees 48 Minutes 44 REBAR O A E` m COO oA°' \
Seconds West for 74.88 feet; Thence South 27 Degrees 57 Minutes 28 Seconds West for i 9p , SET V2• SET V2' �1L y5 13
116.57 feet; Thence North 87 Degrees 53 Minutes 38 Seconds West for 207.70 feet; i sons �a' REBAR,gSIO 2T E 27435' REBAR i N 97 �r '� N 6� 1`\� \� NQ
Thence North 50 Degrees 33 Minutes 30 Seconds West for 365.96 feet, Thence South 40-- `- ' _1\ 77 \ W
j Degrees 56 Minutes 32 Seconds West for 129.89 feet; Thence South 46 Degrees 34
Minutes 48 Seconds West for 5OJ9 feet; Thence South 41 Degrees l7 Minutes 48 4� h Bsa N 98 w
Seconds West for 20762 feet; Thence South 02 Degr_ees 06 Minutes�3 Seconds West for ��� M� 2 �N� `\ \ s 6g3DDo
j 234.04 feet: Thence North 87 Degrees 54 Minutes 37 Seconds West for 89.48 feet to tte s \ �r
point of beginning and containing 5/.03 acres more or less. N 59'2/'30" E 61.33' ���2F'3 REB AR2 l03 �hd' W a /0l /00 ti 8 99 �`� / E �� pRLJ S1� N 53 \ ` \ 76
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FOUND Vz' REBAR N 89'16'33' W 1247.77'
SOUTHWEST CORNER
SWV4SWV4
SECTION 14
T-1-N,R-14-W CitRVF 1jATAe
NUMBER
DEFLECTION ANGLE
DELTA ANGLE
DEGREE OF CURVE - CHORD
TANGENT
RADIUS
ARC LENGTH
C1
34°52'o5"
34°52'05"
28°57'18"
62.81-
200.00
121.71
C2
27°26'50"
27°26'50"
28°57'18"
48.84
200.00
95. 81
C3
24°21'11"
24°2I' 11"
11°28'42"
107.89
500.00
212.52
C4
TF48'51"
61°48'51"
28°57118"
119.73
200.00
215. 77
C5
24°55'57"
24°55'57"
11°28'42"
110.54
500.00
217.58
C6
C7
CB
C9
C10
20°24'34"
41°15'37"
30°4-V 02"
23°55 42"
35°05'34"
20°24'34"
41°15'37"
30°47'02"
23°55'42"
35°05 44a
19°11'17"
28°57'18"
19°11'17"
11°28'42"
19°11 1 1-7"
11°28'42"
11°28'42"
54.00
75.29
82.59
105.95
94.86
300.00
200. 00
300.00
500.00
300.00
106. 86
144.03
161.18
208.81
1183.75
C11
C12
08°16' 77"
18°5248"
08°16'07"
18°52'48"
36.14
83.13
500.00
500.00
72.16
1164.76
C13
C14
143-1' 44"
05°04' 11"
14"31'34"
05°04'01"
11'28'42"
11°28'42"
63.72
22.12
500.00
500.00
126.76
44.22
C 55
11°22'26"
11"22'28"
11°28'42"
49.79
500.00
99.26
C16
19°35' 00"
19'35'50"
28°57'IV
34.54
200.00
68. 41
C17
34°56'02"
34°56'02"
28757'18"
62.93
200.00
12T.94
C18
34°51'07"
34°51'07"
28057'18"
62.78
200.00
121.66
s
15
yhy' 16N� ! Io 6/
I �
-242.84 - - - -89•48_ _ _ _ - _ S 87°53`37" E 1036.00'
SET Vz' --rz3559`- -
STATE PLANE COORDINATES: REBAR - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - -- - - - - - - -
N: 116867 .9 N 87'54'37" W 89.48, SET V2 8 54'
E: 1I6867B90
FOUND V2'REBAR REBAR
SOUTHEAST CORNER
SECTION4 , `aprunr""'ry''•. rff'Sj`ATE�OF c
SECTION /4
TIN,R/4W CERTIFICATE OF RECORDING °.4��,ISTNI
��o''. ,,'` �' I r ARIkANSAS
..t ;.: 1,rry''' , �W 1 3' , !WT
AYS \ ,fit
'4� 9c'',, This document, Number T D�filed for record l 200 _ ► p'f � �
�I\�`?r' •' \\�� * * *
in Plat Book J� Page _ °LJ(�-%, `�P- y 5 No. 6907
LATEMPr�>
P!
ly
Circut Clerk DATE OF SURVEY: FEBRUARY 28,2007
PAT CITPIEN, Circuit County Clerk
73
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S 8744'09" E 47220'
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SMOOTH BAR ------------------
FINAL
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64 s Sioned
66
62
i s 65
MARLAR ENGINEERING CO., INC.
5318 John F. Kennedy Boulevard
North Little Rock, Arkansas 72116
INCORPORATED Phone: (501 ) 753-1987
REVISION DATE DESCRIPTION El
BY
DATE:
FOUND V2'
REBAR