HomeMy WebLinkAboutS-0045-A-69 Map 1I nT IAII-nRAAATinNI TARI F
LOT #
SO. FT
ACRES
LOT #
SQ. FT JACRES
LOT
SO. FT
ACRES
LOT
SO. FT
ACRES
1
10227
0.23
20
9240
0.21
39
14941
0.34
58
8900
0.20
2
7170
0.16
21
9254
0.21
40
8864
0.20
59
8905
0.20
3
7170
0.16
22
9269
0.21
41
8600
0.20
60
8910
0.20
4
7170
0.16
23
9284
0.21
42
9195
0.21
61
8915
0.20
5
7084
0.16
24
9298
0.21
43
9179
0.21
62
8920
0.20
6
7737
0.18
25
12820
0.29
44
9162
0.21
63
7779
0.18
7
12944
10.30
26
12986
0.30
45
19145
0.21
164
7158
0.16
8
10911
10.25
27
12247
0.28
46
19129
0.21
65
7149
0.16
9
8724
0.20
28
19437
0.22
47
19112
0.21
66
7313
0.17
10
9093
0.21
29
9421
0.22
48
19096
0.21
67
15234
0.35
11
9108
0.21
30
9405
0.22
49
11846
0.27
68
10745
0.25
12
9122
0.21
31
9389
0.22
50
14970
0.34
69
7152
0.16
13
9137
0.21
32
9373
0.22
51
11626
0.27
70
9822
0.23
14
9152
0.21
33
9357
6.21
52
8872
0.20
71
7756
0.18
15
9166
0.21
34
9341
0.21
53
8876
0.20
72
7113
0.16
16
9181
0.21
35
9325
0.21
54
8881
0.20
73
8551M�i
17
9195
0.21
36
8743
0.20
55
8886
0.20
74
8479
18
9210
0.21
37
9434
0.22
56
8891
1
75
907919
9225
0.21
38
15009
034
57
8896
020
76
8622
Node ID
Northing
Eastin
Elevation
[Description
511
130477.0600
1192443.0650
336.52
PAGIS 2058-0306
512
130521.8920
1191203.8250
299.70
PAGIS 2058-0307
2058
125997-6500
11189911.1000
1307.22
1PAGIS 2058
1/2• REBAR
(found _
1/2- REBAR
(found)
M i.l
O O7 ,o LOT
MC-4
M
3Wto
M O
N H0
O O
Z:Z �'in LOT
-A5I -0 -
HATCHED AREA AS
SCALED FROM FEMA
FIRM MAP, ACTUAL
100 YEAR FLOOD
ELEVATION FROM
SAID MAP IS 289
PAGIS MONUMENT 2058
GLADYS LAMBERT REVOC TRUST
BOOK 01 PAGE 063702 NC33
i
SSMH# 1361+
RIM 325.66
FL IN 8" FROM S 318 46
IOT CURVE DATA LOT CURVE DATA
CURVE
DELTA
ADIUS
RC LENGTH
CHORD BEARING
CHORD DIST.
C3
87'53'14"
10.00'
15.34'
S4346'55"E
13.88'
C4
92'06'46
10.00'
16.08'
S46'13'05"W
14.40'
C5
06'00'30
97.50'
10.22'
S89'16'14"W
10.22'
C6
37'13'14"
97.50'
63.34'
967'39'22"W
62.23'
C7
21'49'16"
97.50'
37.13'
S38'08'07"W
36.91'
C8
2424'51"
97.50'
41.55'
S15'01'03"W
41.23'
C9
02.38'56
97.50'
4.51'
S01'29'10"W
4.51'
C10
91'54'15"
10.00'
16.04'
S46'06'50"W
14.38'
C11
88'36'06
10.00'
15.46'
N43'37'59"W
13.97'
C12
91'23'54"
10.00'
15,95'
S46'22'01"W
14.31'
C13
50'42'13"
25.00'
22.12'
N62'34'56"W
21.41'
C14
38'41'50"
50.00'
33.77'
S56'34'45"E
33.13'
C15
47'35'20
50.00'
41.53'
N8016'40"E
4-0.35'
El
54'25'03
50.00'
47.49'
N29'16'29"E
45.72'
C17
55'24'21"
50.00'
48.35'
N25'38'13"W
46.49'
C18
49'23'45
50.00'
43.11'
N78-02'16"W
141.78'
FL OUT 8" TO N. 317.6711
SSMH# 1360¢
RIM 320.41 I
FL IN 8" FROM S. 313.05 '
FL IN 8" FROM E. 313.05
FL OUT 8" TO N. 313.05 s
SSMH# 1359 c
1 RIM 307.57 o I
IFL IN 8" FROM N. 298.77 i
T I FL OUT 8" TO S. 298.63 0
r' r SSMH# 1352 o
RIM 314.62 s c'i z n
I FL IN 8" TO N 304.80 ,c� CL � a^
FL OUT 8" TO S. 304.72 IVY o ,0 3 w
f EXISTING 20' m o a
I SEWER EASEMENT I' Ko
�a Sy
SSMH4 134A k h -J0 I om !
N 8 3 03' 'W 9? 17 M) & _
N 90'00'00- ,1h1924 8' (R)
HATCHED AREA AS
SCALED FROM FEMA
FIRM M.AP, ACTUAL F
GLADYS LAMBERT REVOC TRUST 100 YEAR FLOOD SE
BOOK 01 PAGE 063702 ELEVATION FROM
FMD# 97847-01 SAID MAP IS 287
DRY RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
CERTIFICATE OF FINAL SURVEYING ACCURACY
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by me that
all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Ryles and Regulations have
been complied with and filed for record as required. � / �� ,//
Date of execution Brion A. Hnnel
Registered Professional Land
Surveyor No. 1438, Arkansas
CERTIFICATE OF FINAL ENGINEERING ACCURACY
I, Max Byron Hicks, hereby certify that this plat correctly represents a plat madq by me, and that the
engineering requirements of the Little Rock Subdivision Rules and R lotions ha been complied with,
lo_s-os I
Date of execution Max Byron Hic s
Registered Engineer
No. 8810, Arkansas
CERTIFICATE OF FINAL PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal
to a preliminary plat having been fulfilled, approval of this plot is hereby granted, subject to further provisions of
said rules and regulations. This certificate shall expire
Date of Execution
Little Rock Planning
Commission
1" PIPE
(found)
SSMH# 1306
RIM 299.33
FL IN 8" FROM N.W. 2�9.77
FL IN 8" FROM N.E. 2a9.83
FL OUT 8" TO S. 289.161
CURVE#
DELTA
IRADIUS
ARC LENGTH
CHORD BEARING
CHORD DIST.
C19
35'54'07
50.00'
31.33'
S59'18'48"W
30.82'
C20
50'42'13"
25.00'
22.12'
S66'42'51'W
21.41'
C21
38'26'12"
25.00'
16.77'
S6842'57"E
16.46'
C22
22'01'28"
75.00'
28.83'
N60'30'35"W
28.65'
C23
39'36'51"
75.00'
51.85'
S88'40'16"W
50.83'
C24
41'44'57"
75.00'
54.65'
S47'59'22"W
53.45'
C25
54 24'03
75.00'
71.21'
S00'05'08"E
68.57'
C26
10'59'20"
75.00'
14.38'
N32'46'49"W
14.36'
C27
38'26'12"
25.00'
16.77'
S19'03'24"E
16.46'
C28
92'06'46
10.00'
16.08'
S46-13'05"W
14.40'
C29
87'53'14"
10.00'
15.34'
N4346'55"W
13.88'
C30
03'41'04"
125.00'
8.04'
S02-OO'14"W
8.04'
C31
75'32'15"
125.00'
164.80'
N41'36'54"E
153.12-
C32
12'40'56"
125.00'
27.67
N85'43'29"E
27.61'
C33
88*05*45
10.00'
15,38'
N43'53'10"W
13.91'
C34
92 06'46
52.50'
84.40'
S46 13'05"W
75.60'
Jamn1) Iva,
RIM 313.76
FL IN 8'
OM N. 304.42
FL IN 8"
ON E. 304.36
FL OUT
LTOW..,304.31
K 2003
E 085332
DAVED O'DODD
18' AS HALT-i+
z
0
1/ REBAR
(found)
a-
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NY
�Y
-52NAEq
APPROX. STORM DRAIN
LAYOUT
NEWOOD INC.
BOOK 96 PAGE 57895
Property Description
Part of the SE 1/4 of Section 28, Township 1 North, Range 13 West, Pulaski County
Arkansas, being more particularly bounded and described as follows:
Beginning a Bolt in the Asphalt (found) in the centerline of David 0. Dodd Road, being
the NE Corner of the NE 1/4 of the SE 1/4 of said Section 28, thence
S 00'09'42" W 654.17 feet a 1" Pipe (found), thence
N 88'08'01" W 1347.49 feet to a 1" Pipe (found), thence
N 87'43'03" W 924.17 feet to a 1/2" Rebar (found), thence
N 01'55'06" E 329.97 feet to a 1/2" Rebar (found), thence
S 87'42'31" E 924.28 feet to a 1/4" Rebar (found), thence
S 87'59'58" E 798.73 feet to a 1" Pipe (found), thence
N 00'40'04" E 329.81 feet to a point in the centerline of David 0. Dodd Road, passing a
1/2" Rebar (found) on line at 300.31 feet, thence
S 87'43'32" E 535.81 feet to the point of beginning containing 21.17 Acres more or less
as surveyed by McClelland Consulting Engineers, Inc. in March 2004.
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED
ON PAGIS MONUMENT 2058.
CONTOUR INTERVAL = i FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTIUTIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FLOOD INFORMATION: A PORTION OF THIS PROPERTY DOES LAY WITHIN THE BOUNDARIES OF A
100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY.
COMMUNITY PANEL NUMBER 050181 0084 F. DATED OCTOBER 19, 2001.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
CURVE
DELTA
IRADIUS
JARC LENGTH
HORD BEARING
IC HORD DIST.
Ct
91'54'15"
150.00'
240.60'
N46'06'50"E
215.63'
C2
92'O6'46
75.00'
120.58'
S46'13'05"W
1108.00,
POSSIBLE ADDITIONAL DRY
RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
SSMH# 1113
RIM 309.29
FL IN 8" FROM S. 30 .79
FL IN 8" FROM N. 30 .89 -
FLOUT 8" TO E.302. 1 BOLT IN ASPHALT
NE (found)
NE 1/4, SE 1/4
> 35.80' (R) ; SEC. Y8, T 1 N, R 13 W SSMH# 1124
f 35.81' (M) FROM S.H. BEADLE #
BK. 96 PG. 43142 ='1 ° SURVEY DATE 6/03 RIM 313.21
I - _ FL IN 8" FROM W. 295.56
IY-Bf 00IE 1)R-i S 'BURIED CABLE" FL IN 8" FROM N. 295.57
;T HOT IAM S 2$A TIOT "PHONE' SLAIN FLOUT 8" TO E. 295.44
+ BOOK 96 PAGE 66966
s 8
�- S MH# 1064
1 2 P 4 R 310.50
IN 8" FROM W. 30 .18
ql; it 25 MPH" OUT 8' TO N. 30 10
li.50 Oq
NI Cr
LOT " ROB RT DOZIER -
I O BOOK 031 PAGE 070688 /
102.50' O /
I 4 JY
�'----- t P 1M 10' WAR EASEMEN
r- f I INST 0. 84-1363 /
la
o I Lot 2 SSMH 1013
n - 102_50_�n ED RIM 3 5.66
FL IN PVC WOM/N.E. 329.06
FLOUT 8" PVC/ TO S. 328.51
S LOT 3
� s(� CONTROLMONUMENT
102.50' V) AS )
ELEVATIONELEVATIONBENCHMARK OR
LOCATION OF BUILDING FLOOR ELEVATOR
I LOT 40 •" Nn
3 / • FOUND SAS NOTEDITOUHDARY MARKER
:- r5 102_50'
- 3
_ SET 1/2' X 24" REBAR
/ l a -- - N / O (UNLESS OTHERWISE FATED)
I/ 3 )n N ® STORM WATER MANHOLE
su
LOT 5 ILO
27 0 f I 0) i SANITARY MANHOLE
89.26' ® LIGHT ROLE
" O L\I ci2, POWER POLE
i_ N I $I N KWn ,n E GUY LINE
S i %2 /LOT 6 ]TRALLI W W \ 7PEDO TELEPHONE PEDESTAL
W a
' IL W A QGAS VALVE
l 24
Q Q GM GAS METER
y. x a- O_ WATER VALVE
N.60) ®Ww WATER METER
LOT 7 11 x O W 0 0 EN FIRE HYDRANT
0 SIGN
DO
LOT a POST OR POLE
�\ i1 SMH# 1004 (TYPE AS NOTED)
\ RIM 334.37
51. 7 FL IN B" PVC FROM N. 326.97
FL OUT 8" PVC TO S. 326.82
1' PIPE
VICINITY MAP
SCALE 1'-2000't
LEGEND
-ONE- - -ONE-
OVERHEAD ELECTRIC LINE
- -E- - -E- -
BURIED ELECTRIC LINE
-G- - -
GAS LINE
FENCE
K X
________________=
SANITARY SEWER LINE
---w---------W-----
WATER LINE
- - - - - - - - - - -
STORM WATER LINE
-
PROPERTY LINE
- -
RIGHT Or WAY LINE
- - - - -
BUILDING SETBACK LINE
- - - - - - - - - - -
EASEMENT LINE
- - - - - - - - - - - - - - - - - - - -
LOT LINE
(found)
se-1rv�, No-t
i S Pt-&9ejckN 4* T4.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIb1SION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
SOURCE OF TITLE:
JIMMY D. KENDRICK, EXECUTOR, WILLIAM E. JACKSON JR. ESTATE
BOOK 96 PAGE 53047
DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY,
NAME AND ADDRESS OF LAND OWNER: HL LAND DEVELOPMENT
505ROAD �1
LITTLEE ROCK,
AR. 72206 �
NAME AND ADDRESS OF SUBDIVDER: HL LAND DEVELOPMENT /
505 W. DIXON ROAD 6'
LITTLE ROCK, AR. 72206
THIS SURVEY IS FOR THE USE AND BENEFIT OF HL LAND DEVELOPMENT.
NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT ARE BASED ON THE PULASKI COUNTY TAX
RECORDS. NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS.
ZONING: THIS PROPERTY IS ZONED R-2, WITH SETBACKS AS SHOWN.
CENSUS TRACT 24.05.
PLANNING DISTRICT 12.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
2858.72 LINEAR FEET OF STREETS.
AVERAGE LOT SIZE 9451 SO. FT AND MINIMUM LOT SIZE 7084 SO. FT.
76 PROPOSED LOTS.
WATER IS CENTRAL ARKANSAS WATER.
SANITARY SEWER IS LITTLE ROCK WASTE WATER.
MAS
fifi JA
mN�y
( IN FEEL' )
1 inch = 100 ft.
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