HomeMy WebLinkAboutS-1425-A Map 3LOT CURVE DATA
SSMH# 1361�
RIM 325.66
FL IN 8" FROM S 318 46
L
UV_1
CURVE
DELTA
RADIUS
RC LENGTH
CHORD BEARING
CHORD DIST.
C3
87'53'14"
10.00'
15.34'
S43'46'55'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'
S57'39'22"W
62.23'
C7
21-49'16"
97.5C
37.13'
S38'08'07"W
36.91'
C8
24.24'51"
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
8836'06
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'
N80'16'40"E
40.35'
C16
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
41.78'
CURVE
DELTA
RADIUS
RC 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'
S68'42'57"E
16.46'
C22
22'01'28'
75.00'
28.83'
N60'30'35"W
2B.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.,M
C29
87-53'14"
10.00'
15.34'
N43'46'55"W
13.88'
C30
03'41'04"
125.00'
8.04'
S02'00'14"W
B.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
8805'45
10.00'
15.38'
N43-53'10"W
13.91'
C34
92'06'46
52.50'
84.40'
S4613'05"W
75.60'
CURVE
DELTA
RADIUS
RC LENGTH
CHORD BEARING
HORD DIST.
C1
91-54'15"
150,00'
240.60'
N46-06.50"E
215.63'
C2
92.06-46
75.00'
120.58'
S46-13.05"W
108.0.1
FL
Node
OUT 8' TO N. 317.67,
S
H313.76
SSMH# 1125
RIM
314.56
FL IN 8' FROM N.
304.42
FL IN 8"5FROM S. 304.57
SSMH# �T _ _ _
FL IN 8" FROM W
FL OUT 8" TO W.
304.31
304.31
FL OUT 8" TO N.E. 304.56
0.41
RIM 320.41
20' WER EASEMENT
FL IN
8" FROM S. 313.05 1
96-53047
FL IN
8" FROM E. 313.05
r
PAGIS DATA I FL OUT 8" TO N. 313.05 1
ID
Northing
Eastin
Elevation
Descri lion
I SSMH# 1359
I
-aYe
OHE- -
DAVID
O'DODD
I
3 0650
336 52
PAGIS 2058 0306
511 130477.0600 119244 - fV RIM 307.57 I
512 130521.8920 1197203.8250 299.70 PAGIS 2058-0307 EXISTING 20' JFL IN 8" FROM N. 298.77 I 18' ASPHALT
2058 125997.6500 1189911.1000 307.22 PAGIS 2058 SEWER EASEMENT 1 FL OUT 8" TO S. 298.63 1 1/2" REBAR $-
(found)
found St&vEH
♦ .
1 SSMH# 1352
/ 1 RIM 314.62 I
I I FL IN B" TO N 304.80 U1 D
I I I FL OUT 8" TO S. 304.72 1' I O O -
LOT e5
I i l EXISTING 20' I i l CA N
1 I SEWER EASEMENT I I to N)OL
1I
I I I I In t C) `Tyler.
1 SSMH# 134 I I to 0 a, LOT 54 W
15' DRAINAGE RIM 1349 SSMH# 1227 to
• 15' DRAINAGE EASEMENT 1 ll FL IN 8" FROM N. 296.93 I I RIM 333.86 O - 101 81
1/2 REBAR N 90"00'00- E 924.26' R I FL IN 8" FROM E. 296.94 I I 1/4- REBAR I FL IN 4" FROM N. 327.91
(found) EASEMENT 1� 1 FL OUT 8" TO S. 296.811 i 1 1/2 REBAR WI OUT 8' TO W. 327.24APPROX. STORM DRAIN Z
S 87'42'31' E 924.28' �M (fOund) Noe 0o'o2"E N 89'4210 , E 798.73' R LAYOUT - PI Z 10
2 5o.00t jpg.07 s♦- I 3 () 1 LOT e3 N
\\ I I ss.00' I ss.00' I s5.00' I ss.00' 65.00' 65.00' - T- - S -- _ _ S 87"59'S8' E 798.73' (M) (found)
1 1 I I I 65.00' 1 85.00 _
yN\� I I + 5.00, I I I I i I I 111.29' 1 -Q 65. .00 _-65.00' I 65.00' _
b, I I �1 TS.00' 1 I I 83.73' 1 '�'♦� - - * - S �� _ 102.4 -
ct vM .\> LOT 3e a . I I 1 I Imo- I I 1 1 I 65.00' I 65.00' �♦' -H
\iA I N1 1 I I 1 I I I I 1 I I I 1 1 65.00' I 65.00' 1 65.00' I 65.00' 65.00'
b, m Uri 1 I I a l 101 ry I I I I 1 I I 1 1 I 1 1 I I 1 1 1 I o
17 n Q�i . I LOT J9'o I LOT 40- LOT 41 - 1 LOT 42 m l Iq n I N I ,p m l I n I 1 1 1 1 1 I 1 1 I 1^ fV
1 a l oI LOT 43 OT u m l N I 1 o I I I I I I I I LOT 82 "
O 0) LOT 37 -i% < I V I 1 I LOT 45 o I LOT M I LOT {7 1 1; LOT se a 1 t0 I 1'Y 1 1 1 1 1 I I I
HJoil\ I I 1 < I al nI N 1N Im LOT 49 I ,n mI �I mi m n1 I I m m
'- - I�, 00' I - I I e LOT 50 1 LOT 51 N m l I o 1 1 - I
CV / -` 1 14 I I I I f I "1 I b �p I LOT 52 I L07 53 I LOT 54 1 O' I I LOT 58 V 1 'a 103-05' -�
1 20 7 1 I I 1 i i 11 - I n I rj I �i 1 n 1 h l LOT SS i LOT 58 1 LOT 57 n 1 r LOT 39 N 1 LOT 80
1 25'I nl-------
w L 1 I BVILDINO 1 -1 --1 - t ^
3 C16 Y 7 64.99' ,64.99' 4.99' , I 64.99' 64.99' 1 64100.00,.99' 1, 64.99-1 7q.74' I I 1 1 123' BUR.dN IOEF5E7�- 1 I 1 PSG) -1 I I m LOT 81 0
S I _ 65.00' I I m
0 66.75' 65.00' 1 65.00' I AS Tin, I 65.00' I 123 BUILDING
Z ` �i5.00'- 65.00' I 65.00' 1 65,00' 1 93.36'
:n 64.99'
/AN / 19 I -2 5' I a6FSET 1 / i /.� 1 64,99' 1 64.99' , 64.99' 04---- moral
1/2- REBAR
(found)
1
A3
(n
LOT 36
C78 I I I rVi/
M I LOT N ri I LOT >3 n I LOT 32 n I yV �1
LOT 35
I 1 1 I �2A
65.00' ` 65. 00' 1 65.00- 1 /11
- - _ N- 8- 43'03
N 90"00'00"
POSSIBLE ADDITIONAL DRY
RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
SSMH# 1113
RIM 309.29
FL IN 8" FROM S. 302.79
TEL
IN 8" FROM N. 302.119
FL OUT 8" TO E.302.71
N 89'58'53 F 535.80' (R) i
S 87"43'3 1 535.81' (M) I
--OHE-
7
BOLT IN ASPHALT
(found)
NE COR, NE 1/4, SE 1/4
SEC. 28, T 1 N. R 13 W
FROM S.H. BEADLE SSMH# 1124
SURVEY DATE 6/03 RIM 313.21
FL IN 8" FROM W. 295.56
21ED CABLE" FL IN 8" FROM N. 295.57
"PHONE' FL OUT 8" TO E. 295.44
SSMH# 1064
6 e 24- RCP RIM 310.50
FL IN 8" FROM W. 303.18
03.10
� 25 MPH" FL OUT 8' TO N. 303.10
LOT 86 Bt,' �[14
LOT 87 -11"N TRACT B
1 li
LONG OF 7
A& 54.79' - 81.33-
t��Q[ 46,47'T
92.06' C�
�t34 25 al�o
�
1
l 73 8 I ®
LOT 68
(LOT
1
,01.1 100. so.
I
I C
m
LOT 69
I�
g g 1
m
LOT 72
101.47'f
100.88, 1
o r
'- I LOT 1
m
10_2.50' -
i T
0
o LOT 2
r n �
102
-0
�oE LO
0
na
To;
II m
i14
1 6 LO
Ilo
f 102
LOT 70 1
IN /In I ~/C31
n LOT 71
3 63.71' 1 `
3 \ li
- ---�
BSA1 I 1 65.00 5.00' 65.00' 65.00' 65.00�' Bg.pp'F 1
_�__�-N �~1 1 i i I 125_QVjjhiijQjO�`+!`T--1-- I I 65.00' 1 65.00 j 65.00' 65.00' 65.01' __--T=-=%�__--
e I ^ 1 1 11 l 13 1 1 1 1 1 ; 1 _ I 65.01' 1 1 65.01',1 65.01 1 C�a i
I I 1 I 1 65.01'
LOT 31 s I LOT 30 1 aJ LOT 28 11 I C2�-- •may
v l LOT 29 1 11 LOT 17 "i 1 LOT 28 �rm N I m l n 1 N I o f h
^ 1 <1i0 LOT 25 LOT 24 ri l lDT 23 N I LOT 22 N I LOT 21 'D I LOT 20 O I °� 1 b l n l I v( _ 1 I I 1 1 24.49'
I II �1 vl vl of cif LOT 19 I LOT 18-9 ml i\I 10 �1 1
<I LOT 17 �1 LOT 16^1 LOT 1501 LOT 1a 1 �1 N1 01 \
C, YI LOT Uol LOT 12 1 LOT 11 1 LOT 10m1 nl u
65.00' 1 1 65.00' I f1J�• I 1 I ( i 1 -I _I -� -1 -1 ♦I gI gl ^I LOTS aI
,� 65.00' �\ 11 84.92' I I j I I 1 1 j I I I I I I I I NI LOT 8
7 fi5 -6 �-,d.,�$�,03' 91 03' 65 00'
HATCHED AREA AS HATCHED AREA AS
SCALED FROM FEMA SCALED FROM FEMA
FIRM MAP, ACTUAL FIRM MAP, ACTUAL F
100 YEAR FLOOD 100 YEAR FLOOD SE
ELEVATION FROM ELEVATION FROM
SAID MAP IS 289 SAID MAP IS 287
DRY RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
1 I 1 ' 92.20' 87 86, - -- =_-- -- -`
W
65.00 65.00 1 65.00' 1 65.00' 1 65.00" 1 65.00' I I 1 1 1 I I 1 I _F
1" PIPE - +- -� a 65.00' 1 65.00' I 65.00' 1 65.00' 1 65.00' 1 1 1 I 1
65 00' 1 65.00' 1 65.00, I
' (found) N 8808'0 ' W 13 .49'�- - -- A-_�.6sroo'� 129.1V
t1 S 89"33'530 W 1347.39' �R)
SSMH# 1306
SED 20' RIM 299.33
ASEMENT FL IN B" FROM N.W. 289.77 APPROX. STORM DRAIN
FL IN 8" FROM N.E. 289.83 LAYOUT
FL OUT 8" TO S. 289.61
4 PAPS MONUMENT 2058 CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we
CERTIFICATE OF FINAL SURVEYING ACCURACY ��La"""""a,, have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in
.Y`1 (.WsTJ j,T�,r accordance with this plat.
I, Brian A. Tlnnel, hereby certify that this plot correctly represents a boundary survey made or verified by me, ��`
ail monuments required actually exist and are correctly shown hereon and that all s veying requirements of,•'SET 1T1„ 1
e.n complied �`: (Signed,)
the Little Rock Subdivision Rules and Regulations nove P - �'AF,::=-. ,.�
6 It 3los- _ u.0
Date of execution an A. Tinnel c'} Date of Execution Name ,GJ1N�1 Lac. �P1
�'0`-\� `^" - Address
Registered Professional Land 0 -
9 � Source of Title: Intsrument # 2004-037374 Si S WD �.Kdaprt
Surveyor No. 1438, Arkansas !I[_ 71Z06
CERTIFICATE OF FINAL ENGINEERING ACCURACY ', 0�'%llff
I, Max Byron Hicks, hereby certify that this plat correctly represents a plan made by me, and that the
engineering requirements of the Little Rock Subdivision Rules an Regulation have been complied with. 11 A A3 Property Description
Part of the SE 1/4 of Section 28, Township 1 North, Range 13 West, Pulaski County
U ,y - _ L STERE Arkansas, being more particularly bounded and described as follows:
Date of execution Max Byron Hi s 0 A Beginning a Bolt in the Asphalt (found) in the centerline of David 0. Dodd Road, being
Registered Engineer the NE Comer of the NE 1/4 of the SE 1 4 of said Section 28, thence
9' 9 ENGINEER IQ , / /
No. 8810, Arkansas J'1� S 00'09'42" W 654.17 feet a 1" Pipe (found), thence
N0.8810 ,�, N 88'08'01" W 1347.49 feet to a 1" Pipe (found), thence
CERTIFICATE OF FINAL APPROVAL :��+y>,,,„ . �� N 87'43'03" W 924.17 feet to a 1/2" Rebar (found), thence
i N ��1 N 01'55'06" E 329.97 feet to a 1/2" Rebar (found), thence
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having �i�/�// S 87'42'31" E 924.28 feet to a 1/4" Rebar (found), thence
been completed, this document is hereby accepted. This certificate is hereby executed under the authority S 87.59'58" E 798.73 feet to a 1" Pipe (found), thence
of said rules and regulations. N 00'40'04" E 329.81 feet to a point in the centerline of Dovid 0. Dodd Rood, passing a
1/2" Rebar (found) on line at 300.31 feet, thence
Sig \ S 87'43'32" E 535.81 feet to the point of beginning containing 21.17 Acres more or less
`J as surveyed by McClelland Consulting Engineers, Inc. in March 2004.
Date of Execution SURVEYOR'S NOTES:
Little Rock Planning
Commission HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED
ON PAGIS MONUMENT 2058.
CERTIFICATE OF RECORDING 7 CONTOUR INTERVAL = 1 FOOT.
This document, numbeT�bGS 10 5* filed for record < / �� 5/ 20,FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004.
in plot book H page 370 . NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
ECIRC BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
Signed, PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
PAT O'BRItN, Circuit County Clerk &Recorder ��_, �/ O 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.
^' 4,
co
Circut Clerk
COUNTY.
LOT 5 N
0 1
89.26' n
'5/LOT B
LOT 7 I 1
VICINITY MAP
SCALE I'-2000'3
OUTSIDE BOUNDARY COORDINATE DATA
Node ID
NorthingEastin
1
130352.0828
1190972.2756
2
130681.8690
1190983.3221
3
130644.9149
1191906.8607
4
130617.0319
1192705.1001
5
130901.8048
1192708.4186
6
130946.8195
1192708.9
432
7
130925.5544
1193244.3315
8
130881.9537
1193208.2083
9
130271.3867
1193242.4847
10
130272.5598
1193206.4878
11
130315.2762
1191895.7075
SSMH# 1013
•'
� to RIM 355.66
LLt, FL IN 4" PVC FROM N.E.
329.06
p FL OUT 8" PVC
TO S. 328.51
LEGEND
O
� N
Q"
SURVEY CONTROL MONUMENT
-ONE-
-CIE-
OVERHEAD ELECTRIC LINE
(TYPE AS NOTED)
--E-
-E- -
BURIED ELECTRIC LINE
!y
ELEVATION BENCHMARK OR
_ --C - -
- - -0- - -
CAS LINE
.}
F
LOCATION OF BUILDING FLOOR ELEVATION
��
to
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
- _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ -
SANITARY SEWER LINE
3
o
SET 1/2- X 24- RE13AR
---W-------- -W- -- --
WATER LINE
■
(UNLESS OTHERWISE NOTED)
04
®
STORM WATER MANHOLE
- - - - -
- - - - - -
STORM WATER LINE
SANITARY SEWER MANHOLE
PROPERTY LINE
Q d
''LrT
LIGHT POLE
_
_
RIGHT OF WAY ONE
1714
rQ�
POWER POLE
- -
- -
BIM.D•HG SETBACK LINE
In 4
E
GUY LINE
- - - - -
- - - - - _
EASEMENT LINE
(H
1EPEh
TPFD�
TELEPHONE PEDESTAL
- - - - - - - - - -
- - - - - - - - - -
LOT LINE
W
GAS VALVE
■
LO
GM
GAS METER
n
'
WATER VALVE
Q
®wM
WATER METER
C4
tSS FH
FIRE HYDRANT
-�
SIGN
POST OR POLE
SMH# 1004
(TYRE AS NOTED)
RIM 334.37
FL IN B" PVC FROM
N.
326.97
oE� FL OUT 8" PVC
TO S. 326.82
\1- PIPE
(found)
9
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.
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, SUBDIVISION 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.
DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY.
NAME AND ADDRESS OF LAND OWNER: HL LAND DEVELOPMENT
505 W. DIXON ROAD
LITTLE ROCK, AR. 72206
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.
A If
ASigned
'�
•
HI �IYai(H� � �� �I• :l
Little Rock, AR
900 W. Markham
GRAPHIC SCALE
1 inch = 100 ft
McClelland
Consulting
Engineers
Incorporated
Fayetteville, AR APPROVM
BAT
SCALE
1810 N.rollege 1"=100-
-D lLd S-
FINAL PLAT
WOODRIDGE ESTATES
SUBDIVISION PH, 1
HL LAND
DEVELOPEMENT
DRAWN BY DATE SHEET N0.
JDM 6-13-05
JOB NO. FlE].D BOOK 1
LR04-5805 TDS
L
C:\SURVEY\04\D4-5805\5805-S1.DWG