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BOOK 1276 PAGE 329
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99.73' 49.52' 33.28'
o _ __ _ _BEAR DEN COURT (50' R/W) L34 L33� - �' / �Gy /^,r�'/.S rya �: ) ^// / 15' CONSERVATION w -
L10 L11 6 1' /��� �� t" po cn/ '-13. EASEMENT
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TRACTH 2 L9 - S67°43'49"E 887°43'49"E T i ^ �^ .24' /� / /
UTILITY&-.���----10Q,0-Q-- 1gQQ0--- 2(L-- \\� \�- 5"� / / 90'DRAINAGE
DRAINAGE w---------------- - - - -
- - - 15.76 /.!o EASEMENT
EASEMENT i7 w ------ 29
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N g N 22 N a 23 N 24 � O 0 � 26 ; ; 27
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N87�741' 34"W 533.92'
DELTIC REAL ESTATE
LLC
ZONING R-2
SINGLE FAMILY
I -A
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10' UTILITY EASEMENT
FINAL PLAT
BLOCK 1 & TRACTS A-H
*DEN
CERTIFICATE OF ENGINEERING ACCURACY
ESTATES
I, Phillip Lewis, hereby certify that this plat correctly represents a survey and a plan
made by me or under my supervision; that all monuments shown heron actually exist
and their locations, size, type, and material are correctly shown; and that all
requirements of the City of Little Rock Subdivision Rules and Regulations have been
fully complied with.
Signed:
Date of Execution Phillip Lewis
Registered Professional Engineer
No. 9540
Arkansas
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 of Execution Bradford Gaines
Bear Den Development Company LLC
CERTIFICATE OF FINAL PLAT APPROVAL
All requirements of the City of Little Rock Subdivision Rules and Regulations relative
to the preparation and submittal of a Preliminary Plat having been fulfilled,
approval of this plat is hereby granted, subject of further provisions of said Rules
and Regulations,
This Certificate shall expire
Date of Execution Chairman
Little Rock Planning Commission
CERTIFICATE OF RECORDING
This document, number filed for record _
20_, in Plat Book , Page
CERTIFICATE OF SURVEYING ACCURACY
GENERAL NOTES
r1 9 .°oB gip, PROTECTED GREENBELT (TRACT A) I
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17°41134"W 2106.29' Tdb ;fi'---- - - - 1�2.7D'----$$.ja'--
301.70' in 126.64' - 136.03'
10' DRAINAGE 59.51' ra
EASEMENT 10' UTILITY 15' UTILITY UTILITY EASEMENT 6 8'
3
EASEMENT EASEMENT
PROTECTED 8' UTILITY
GREENBELT EASEMENT
GS (TRACT C) GS (TRACT B)
BLOCK 1 LEGAL DESCRIPTION
1. 2" IRON PINS TO BE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE, ACCESS,
AND/OR UTILITIES.
3. TRACTS A THROUGH H ARE PROTECTED GREENBELT AREAS
4. NO MOTORIZED VEHICULAR TRAFFIC OF ANY KIND IS ALLOWED
ON GREEN SPACES EXCEPT FOR SPACES WHICH ALSO ARE UTILITY
EASEMENTS, AND THAT TRAFFIC IS STRICTLY LIMITED TO UTILITY
SERVICE VEHICLES WHICH ARE MAINTAINING OR SERVICING UTILITY
LINES AND FACILITIES
5. ERROR OF CLOSURE DOES NOT EXCEED 1:20,000
I, Jared Pavatt, hereby certify that this proposed preliminary plat correctly represents a survey
completed by me, or under my supervision; that the boundary lines shown heron correspond
with the description in the deeds cited in the above Source of Title; and that all monuments
which were found or placed on the property are correctly described and located.
Signed:
Date of Execution Jared Pavatt
Registered Professional Land Surveyor
No. 1526
Arkansas
FLOODPLAIN CERTIFICATION
ACCORDING TO THE FLOOD INSURANCE RATE MAP OF THE
CITY OF LITTLE ROCK, PANEL NUMBER 05119C0311 H, DATED
JUNE 7, 2019 THIS PROPERTY LIES WITHIN ZONE "X", NOT IN
THE 100 YEAR FLOOD PLAIN.
PROPERTY LINE & S I Rtt I it.u.w. unt
_10' UTILITY EASEMENT_
25' BUILDING FRONT SETBACK
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BUILDING REAR SETBACK
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Name (Clerk) TYPICAL LOT
EASEMENTS/SETBACKS
Signature (Clerk) NOT TO SCALE
BEING A PART OF THE SE1l4, SECTION 22, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER
OF THE SAID SEtl4; THENCE S 87°41'34" E 534.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 02°18'06" E 174.73 FEET; THENCE S 87°43'49" E 67.65 FEET;
THENCE N 02°38'12" E 162.51 FEET; THENCE S 88°40'59" E 359.38 FEET; THENCE N 35°26'04" E 190.47 FEET; THENCE N 571014" W 122.08 FEET; THENCE N 40°37'03" W
132.38 FEET; THENCE N 20°59'30" W 127.76 FEET; THENCE N 83°46'28" E 171.10 FEET; THENCE N 83°46'28" E 50.07 FEET; THENCE WITH A CURVE TURNING TO THE LEFT
WITH AN ARC LENGTH OF 128.63 FEET, WITH A RADIUS OF 125.00 FEET, WITH A CHORD BEARING OF S 32°04'55" E, WITH A CHORD LENGTH OF 123.03 FEET,; THENCE S
61 °33'32" E 185.45 FEET; THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 187.36 FEET, WITH A RADIUS OF 460.77 FEET, WITH A CHORD
BEARING OF S 49°54'35" E, WITH A CHORD LENGTH OF 186.07 FEET,; THENCE N 51 °49'30" E 142.22 FEET; THENCE S 49°39'41" E 278.29 FEET; THENCE N 88°1319" E 237.97
FEET; THENCE S 79°19'02" E 137.36 FEET; THENCE S 64°56'21" E 325.95 FEET; THENCE N 70°1155" E 114.64 FEET; THENCE S 87°41'34" E 106.73 FEET; THENCE S 01 °3650"
W 349.80 FEET: THENCE N 87°41'34" W 2106.29 FEET; TO THE POINT OF BEGINNING, HAVING AN AREA OF 22.44 ACRES, MORE OR LESS.
PARCEL CURVE TABLE
CURVE #
CURVE LENGTH
RADIUS
CHORD BEARING
CHORD LENGTH
C1
31.26
275.00
N56° 20' 06"W
31.24
C2
63.90
3015.36
N60° 11' 53"W
63.90
C3
100.00
3015.36
N61° 45' 19"W
100.00
C4
100.00
3015.36
N63° 39' 20"W
100.00
C5
100.00
3015.36
N65° 33' 20"W
100.00
C6
77.09
3015.36
N67° 14' 17"W
77.09
C7
22.91
375.00
N69° 43' 13"W
22.90
C8
100.00
375.00
N79° 06' 34"W
99.70
C9
66.76
375.00
S88° 09' 03"W
66.67
C10
113.27
215.00
N81 ° 51' 24"W
641.84
C11
28.52
215.00
N62°57'48"W
632.64
C12
63.39
475.00
N55° 20' 23"W
635.17
C13
31.99
475.00
N40° 32' 37"W
31.98
C14
76.24
175.00
S16° 07' 10"E
75.64
C15
79.99
175.00
N41° 41' 45"W
79,30
C16
20.68
175.00
S58° 10' 35"E
20.67
C17
88.80
425.00
S55° 11' 58'E
89.74
C18
139.24
1450.64
S50° 21' S8'W
139.89
C19
112.06
468.16
S36° 54' 23"W
111.80
C20
49.51
468.16
N27° 01' 10"E
673.82
PARCEL CURVE TABLE
CURVE #
CURVE LENGTH
RADIUS
CHORD BEARING
CHORD LENGTH
C21
90.17
159.59
N40° 10' 33"E
90.07
C22
79.50
159.59
S70° 38' 00"W
79.92
C23
75.91
209.59
N74° 49' 48"E
76.79
C24
64.60
209.59
N55° 37' 25"E
617.36
C25
54.24
58.02
N88° 34' 17"E
616.22
C26
40.81
58.02
S41 ° 38' 2T'W
39.97
C27
62.92
58.02
N9° 34' 28"W
59.88
C28
19.93
58.02
S50° 28' S9"E
614.32
C29
117.31
418.16
N36° 31' 47"E
117.76
C30
25.32
209.59
N30° 47' 45"E
25.31
C31
38.74
13.02
S24° 55' 14"W
25.95
C32
18.43
418.16
N45° 49' 46"E
23.15
C33
16.58
1400.64
N47° 25' S3"E
21.70
C34
138.52
1400.64
N50° 36' 13"E
138.47
C35
27.96
425.00
S40° 29' S6"E
27.95
C36
33.52
525.00
N40° 26' 36"W
33.51
C37
90.07
525.00
S47° 11' 14"E
89.96
C38
57.13
525.00
N55° 13' 10"W
57.10
C39
7.57
525.00
S58° 45' 00"E
7.57
C40
41.37
265.00
S63° 38' 05"E
41.32
STATE PLANE COORDINATES
Point Northing Easting
1 166311.74 1165997.27
2 166436.37 1166002.29
3 166615.52 1166077.96
4 166603.7 1166376.69
5 166608.7 1166454.81
6 167082.23 1166345.39
7 166837.93 1167014.45
8 166675.49 1167464.76
9 166566.43 1167791.56
10 166466.5 1167974.59
11 166404.25 1168048.86
12 166226.95 1168101.85
13 166253.58 1167440.86
BEAR DEN DEVELOPMENT
COMPANY LLC
57.14 ACRES
ZONING R-2
SINGLE FAMILY
PROTECTED
GREENBELT
O
VICINITY MAP
SCALE 1" = 1000"
y-
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COMPANY LLC
57.14 ACRES
ZONING R-2
SINGLE FAMILY
PROTECTED
GREENBELT
O
VICINITY MAP
SCALE 1" = 1000"
y-
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I IDELTIC
REAL
ESTATE LLC
53L0230000900
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2018 009550
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ARD REAL ESTATE LLC
53L0230000904
2018 050530
ZONING MF-12 & OS
15' CONSERVATION
EASEMENT
PARCEL LINE TABLE
LINE #
LENGTH
BEARING
L1
35.31
N52° 07' 15.93"W
L2
33.24
S83° 03' 02.42"W
L3
29.53
S83° 03' 02.42"W
L4
51.41
N59° 09' 46.07"W
PROPERTY SPECIFICATIONS
8' CONSERVATION OWNER: BEAR DEN DEVELOPMENT COMPANY L
EASEMENT MEMBER: BRADFORD GAINES
1 ALLIED DRIVE, STE 1500
LITTLE ROCK, AR 72202
PROPOSED LOCATION
OF SUBDIVISION SIGN DEVELOPERlSUBDIVIDER: BEAR DEN
DEVELOPMENT COMPANY LLC
MEMBER: BRADFORD GAINES
1 ALLIED DRIVE, STE 1500
LITTLE ROCK, AR 72202
ENGINEERS: PHILLIP LEWIS ENGINEERING, INC.
236201NTERSTATE-30
BRYANT, ARKANSAS 72022
"" REBAR (S)
SE CORNER NAME OF SUBDIVISION: BEAR DEN ESTATES
SECTION 22 PHASE I
T-2-N, R-14-W
ZONING CLASSIFICATION: R-2 SINGLE FAMILY
SOURCE OF TITLE: PULASKI COUNTY
INST: 2020083512
DATE: 12/11/2020 N
80 40 0 80 160FT
SCALE: 1 "= 80'
PARCEL CURVE TABLE ROAD CURVE TABLE
CURVE # CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH CURVE # CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH
C41 31.17 72.29 S7° 33' 29"E 30.93 C61 109.21 250.00 N47° 04'34"W 108.35
C42 36.77 72.29 S34° 29' 04"E 36.38 C62 437.34 2990.36 N63° 46' S1"W 436.95
C43 10.01 72.29 S53° 01' 28"E 10.00 C63 46.06 350.00 N71 ° 44' 26"W 46.03
C44 31.54 72.29 S69° 29' 20"E 31.29 C64 130.96 350.00 N86° 1348"W 130.20
C45 36.38 627.15 S87° 12' 42"E 36.37 C65 101.54 240.00 N84° 49' 42"W 100.79
C46 40.91 627.15 N89° 15' 28"E 40.90 C66 56.74 240.00 N65° 56' OB"W 56.60
C47 55.02 98.00 N70° 38' 37"E 54.30 C67 179.32 500.00 N48° 53' 19"W 178.36
C48 53.24 98.00 N38° 59' S2"E 52.58 C68 52.08 450.00 N41 ° 55' 47"W 52.05
C49 21.49 325.00 S69° 51' S4"E 21.49 C69 125.27 450.00 N53° 13' 13"W 124.87
C50 90.33 2965.36 S67° 05' 52"E 90.33 C70 152.77 150.00 N32° 23' 03"W 146.25
C51 90.05 2965.36 N65° 21' 19"W 90.05 C71 80.64 73.00 N55° 04' S2"E 76.60
C52 91.25 2965.36 S63° 36' 13"E 91.25 C72 73.15 602.15 S89° 06' 40"E 73.10
C53 115.03 2965.36 N61' 3639"W 115.02 C73 70.36 47.29 S38° 30' 28"E 64.04
C54 47.02 2965.36 N60° 02' 43'W 47.02 C74 179.90 1425.64 N50° 42' 26"E 179.78
C55 78.89 225.00 N49° 32' 46"W 78.49 C75 167.37 443.16 N36° 16' 21 "E 166.38
C57 69.67 582.15 S89° 08' 48"E 69.62 C76 56.16 184.59 N32° 42' 19"E 55.94
C58 39.38 27.29 S38° 20' 54"E 36.05 C77 140.63 184.59 N63° t 4' 45"E 137.25
OFA
C59 87.74 265.00 N87° 27' 49"W 87.34 C78 103.46 34.02 S26° 48' 04"W 67.95
C60 97.26 325.00 N88° 22' 35"W 96.90
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80 40 0 80 160FT
SCALE: 1 "= 80'
PARCEL CURVE TABLE ROAD CURVE TABLE
CURVE # CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH CURVE # CURVE LENGTH RADIUS CHORD BEARING CHORD LENGTH
C41 31.17 72.29 S7° 33' 29"E 30.93 C61 109.21 250.00 N47° 04'34"W 108.35
C42 36.77 72.29 S34° 29' 04"E 36.38 C62 437.34 2990.36 N63° 46' S1"W 436.95
C43 10.01 72.29 S53° 01' 28"E 10.00 C63 46.06 350.00 N71 ° 44' 26"W 46.03
C44 31.54 72.29 S69° 29' 20"E 31.29 C64 130.96 350.00 N86° 1348"W 130.20
C45 36.38 627.15 S87° 12' 42"E 36.37 C65 101.54 240.00 N84° 49' 42"W 100.79
C46 40.91 627.15 N89° 15' 28"E 40.90 C66 56.74 240.00 N65° 56' OB"W 56.60
C47 55.02 98.00 N70° 38' 37"E 54.30 C67 179.32 500.00 N48° 53' 19"W 178.36
C48 53.24 98.00 N38° 59' S2"E 52.58 C68 52.08 450.00 N41 ° 55' 47"W 52.05
C49 21.49 325.00 S69° 51' S4"E 21.49 C69 125.27 450.00 N53° 13' 13"W 124.87
C50 90.33 2965.36 S67° 05' 52"E 90.33 C70 152.77 150.00 N32° 23' 03"W 146.25
C51 90.05 2965.36 N65° 21' 19"W 90.05 C71 80.64 73.00 N55° 04' S2"E 76.60
C52 91.25 2965.36 S63° 36' 13"E 91.25 C72 73.15 602.15 S89° 06' 40"E 73.10
C53 115.03 2965.36 N61' 3639"W 115.02 C73 70.36 47.29 S38° 30' 28"E 64.04
C54 47.02 2965.36 N60° 02' 43'W 47.02 C74 179.90 1425.64 N50° 42' 26"E 179.78
C55 78.89 225.00 N49° 32' 46"W 78.49 C75 167.37 443.16 N36° 16' 21 "E 166.38
C57 69.67 582.15 S89° 08' 48"E 69.62 C76 56.16 184.59 N32° 42' 19"E 55.94
C58 39.38 27.29 S38° 20' 54"E 36.05 C77 140.63 184.59 N63° t 4' 45"E 137.25
OFA
C59 87.74 265.00 N87° 27' 49"W 87.34 C78 103.46 34.02 S26° 48' 04"W 67.95
C60 97.26 325.00 N88° 22' 35"W 96.90
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PROJECT NUMBER
SHEET ISSUE DATE:
12-29-2021
PAGE TITLE:
FINAL
PLAT
SHEET NUMBER:
c1.1