HomeMy WebLinkAboutS-1425-A Map 1Node ID
Northing
Easting
Elevotion
Descri tion
511
130477,0600
1192443.0650
336.52
PAGIS 2058-0306
512
130521.8920
1191203.8250
299.70
PAGIS 2058-0307
2058
125997.6500
1189911.1000
307.22
IPAGIS 2058
1/2- REBAR
(found)
1
1
SSMH# 1361%
RIM 325.66
FL IN 8" FROM S 318 46
LOT CURVE DATA LOT CURVE DATA
CURVE#
DELTA
RADIUS
ARC 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'
S67'39'22"W
62.23'
C7
21'49'16"
97.50'
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
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'
S5634'45"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'i6'29"E
45.72'
El
5524'21"
50.00'
48.35'
N25'38'13"W
46.49'
C18
49.23'45
50.00'
43.11'
N78-02'16"W
41.78'
FL OUT 8" TO N. 317.67,
7
r
SSMH# 1360� _ _ _
RIM 320.41
FL IN 8" FROM S. 313.05 1
FL IN 8" FROM E 313 05 1
FL OUT 8" TO N. 313.05 i
SSMH# 1359 1
I¢ RIM 307.57
IFL IN 8" FROM N. 298.77 t
I FL OUT 8" TO S. 298.63
�y I
111
1 SSMH# 1352
1 1 RIM 314.62 I
l 1 1 FL. IN 8" TO N 304.80
1 i I FL OUT 8" TO S. 304.72EXISTING 20'
II
III SEWER EASEMENT-,4I11
11,
l�l ICI
l T l ¢euH4 1.i4Q4 1 1
CURVE#
DELTA
RADIUS
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'
S68'42'57"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'
N43'46'55"W
13.88'
C30
03'41'04"
125.00'
8.04'
S02'00'14"W
8.04'
C31
7532'15"
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'
N4353'10"W
13.91'
C34
92.06'46
52.50'
84.40'
S46'13'05"W
75.60'
aamnf lual
RIM 313.76
FL IN 8' FROM N. 304.42
FL IN 8" FROM E. 304.36
FL OUT 8" TO W. 304.31
DAVID O'DODD
18' ASPHALT
1/2- REB
CFNTFRIINF CURVE DATA
CURVE/(
IDELTA
IRADIUS
JARC LENGTH
lCi
DIST.
r1
91-54.15"
150.00'
240.60'
IN46'OB'S0"E
215.63'
C2
92-06'46175.00'
120.58'
S46-13'05"W
108.00'
POSSIBLE ADDITIONAL DRY
RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
SSMH# 1113
RIM 309,29
FL IN 8" FROM S. 302.79
FL IN 8" FROM N. 302.89
FL OUT 8• TO E.302.71
535.80' (R)
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
VED CABLE" FL IN 8" FROM N. 295.57
"PHONE' FL OUT 8" TO E. 295.44
//- SSMH# 1064
__� RIM 310.50
FL IN 8" FROM W. 303.18
j25 MPH" FL OUT 8' TO N. 303.10
SSMH# 1013
RIM 355.66
FL IN 4" PVC FROM N.E. 329.06
FL OUT 8" PVC TO S. 328.51
VICINITY MAP
SCALE 1"-2000't
OUTSIDE BOUNDARY COORDINATE DATA
Node ID
Northin
lEasting
1
130352.0828
11190972.2756
2
130681.8690
-1190983.3221
3
130644.9149
1191906.8607
4
130617.0319
1192705.1001
5
130901.8048
1192708.4186
6
130946.8195
1192708,9432
7
130925.5544
1193244.3315
8
130881.9
537
1193208.2
083
9
130271.3867
1193242.4847
10
130272.5598
1193206.4878
11
130315.2762
1191815.7075
108.01' - -'' - - r NO2'00'02"E Iv oa gz IU t /98.73• (R) LAYOUT ----- - MONUMENT - - - OVERHEAD ELECTRIC LINE
-
I 65.00 1 65.00' I 65.00' I 65.00' I 65.00' 65.00' 0'" -�--- I S - 3 1� PI o -- v
LOT 83 „`»� 100.88' _ g 102.50' � U1
- - - - - _ _ _ _ _ _S _87'59'58'S E 798.73' (M)
I 165.00' I 65.00' I 85.00F � _ - (found) ___-___-_ __ ___-- _ As NO - -E- -E- - BURIED ELECTRIC LINE
.-... ♦ OUn i b _ 1 -nO, N m O D I P I:iFVAn eENa+MARxat
v yC't`� am I i I tsar I ; i 111.29' I i 83.73' -�1 65.00' I 65.00'_65.p0' 1 65.00' i 65.00' I 65.00` 65.0p��65.00'� 65�00-� 65.00' 1 65.00' 1 102.4 g T 7 g i o LOT e9 110 �^ LOT Oo '�'+ 1
_ 4 \gyp - - -G - - - - -0- - - CAS UNE
-tsoo' I I I I
I--- - _ _ _ - �O�--i
OF BUILDING FLOOR ELEVATION
m y. LOT 3e 1 I i ~I I I I i 1 1 i 8 4 FENCE
LOT 3W 1 I < I m I ry �I I I i I I- I I 1 I I I I I I o LO 2 101.4T I n i YO Fw1a SURVEY BOUNDARY MARKER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
1 I.OT 40� LOT 41 ^ I LOT 42 m 1 4 Yf N 1 +n I m 1 I O I . I I I I I I I I I I I I � ^ � j ���___- C3 � � (TYPE AS NOTED) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SANITARY SEWER LINE
O LOT 37 \ I ^ I O I LOT 4J �O7 H B I LOT 45 1 ® LOT 47 1 1 ,'� 00 I io 1 1 - I I I I I I 1 I 1 LOT 82 �'V _ 102.50
�i g l o LOT 46 1 of I r; LOT 46 a I 1 I 1 ---- 3
\ 1 0 1 cl N I N I 1 N eel �I m m I I +o °i 1
pj i I I I M I I m LOT 49 LOT 50 1` 1 I ro O 1 j - g-r 1/Y % 24° R®AR _1y_ _ _ _ _ _ _ _ - W- _ _ _ _ WATER LINE
K) CV \ 1 1 I 1 1 n1 I LOT 51'i LOT 52 i LOT 53 I LOT 54ni LOT 55 i LOT 58 i LOT 57 I LOT 5en1 LOT 59 ✓ni; L01 86 103.45' _ _ __-____�� LOT
E"Y LOT 5 1 ) STORM WATER E
.00' I I I 1 ^ 1 I I m I 104.88' o (UNLESS 01HERWISE NOTED
14 I 20 7 I ( I !I I 1 _I rot .ail nl 'n tO co r; NI __ __ - I _----_----- A LINE
rr9 r+'7 - 1 I 1 I 1 t 1 1 n l T 70 1 1< N D ® STORM WATER MANHOLE
3 W i Cl s L / 1 n4.99' ,6as925lBllll.4 gg'OFT�I r I --�-- -�-- 1 1 11 I i I I I ! i i I PAgS IMON f 1 - 1 1 u, 'a 11` ;a 1+ / L o' Ol �. g SANITARY SEWER MANHaF PROPERTY LINE
64.99' 64.99' I 64.99' I 64.99' I 74.74' C 49' 1 I 1 1 125, 9UILDIN (OFFSET I 1 308 I 1 11O LOT 61 n LOT 71 --1 C /' C31 7 ^ I I Q d' O UCNT P - - RIGHT OF WAY UNE
o �_ 86.75' 65.00' 1 I _ 1 vl 26 89.26' POLE R _- 100.00_ - 1 I65
.. - - --- �- 1 ` �5.00' I fi5.00• I oFrs€T -f" -'o m N �Q, Poxv+ POLE
M O \ 65.00' I 65.00' ! 65.00' I 65.00' I \ - - - - - BUILDING SETBACK LINE
z
7 I __ \
+!') \ _ _ _ .- iO �� 1 -- -i-1-{ M1 I I _- _-___ ____ EASEMENT LINE
125 1 '1
GUY UK -
25 F3UILD�Ia �T�� / / / // / I fi4.99' I 64.99I I 64.99' 64.99 1 V86 4 t6"' ==^-_ _ I I 11 -- _ _ _ _ _ Y TELEPHONE PEDESTAL ____________________ LOT LINE
. 0 1 65.00 65.00' 1 93.36' I 3 63.71' I \ ; \
,1 �.y_3 u L l i 1 1�� E
o.B 1 1 ! I �/ / / / Y ' 1 u INc IT ._.a 1 85.01' t 92.20 I 87.86' 65.00' 1==--- I -- - - - _ 4� �>✓'�T fC25 LOT 6 I tPEOO
z LOT 3e 7 ! 9.09' 1 I I / // % I I I---�-�'"I - I 65.0 1 _ _ _ _ - _ _ I i �('Sfl_ Y 1
/ / / I 1 I i 5.00 65.00 I ' S.00' 65.00' _ t v . Lt!
0 1 a l m 1 I I-H.�ll�ItLSil! OFFSET 0 65.00' 65.00' I 65.00' ------r�i---- I O a (�Cf GAS VALVE
` I T5' I 7 I
N 1 I 1 65.00' 65.01' i 7
o, h +a ml �//„f�/� - M I h.1 rl I j I 1 13 I I 1 I 1 1 ' 1 I I I I 65.01' 1 65.01 I 65.01' 65.01 C "C24 7�:3 I In QcM GAS METER
1 LOT 34 Pi 1 LOT 33'9 I LOT 326,1 / /'J I 1 f I I I I I 1 1 1 25' ( I i
a h HT / ' I LOT 31 i 67 0 ww 1 m fin I 1 I 1 1 1 I I1LRlO1NC I d'
LOT 35 n 1 I ^ 1 a l // o- LOT 30 ,4: I .-1 Lot ze "t I I C2�1d I x WATER -VALVE
V I af� in n1 I I I 1 I I I \\ 1 ,.�e�ip �.-,�Y',•a�n
7. I I 1 ✓/ // 1 < I <1 LOT 2a NI I I I I I I C'f3 h
I / I �qa I LOT 27 ri l LO7 28 m P I o 1.
I ,t 1 plx) lDT 25 i LOT 24 N I LOT 23 N 1 LOT 22 h I LOT 21 N I LOT 20 I °� 1 e 1 n0f1 1 1� j :1' 1 I I I E 1 24.49' L.� \ I I Q ° ®Wy WATER METER
of LOT 19 1 I bl io 1 - I 1
1 I I I I �I� FI ^I al LOT 1e I 1 LOT 15m1 LOT 14n1 N o1
IN 1 I I y I µ 1 LOT T 7 i LOT 18 0 1 LOT 12 I a I 1 LO7 7 i -__ __- -� PH FIRE HYDRANT
i 115.21 ` 1 65.00' 1 65.00' 1 I 1 f I I 1 1 ^ I 1 I 1 I j r 1 1 { 1 g i LOT U �' o LOT 10 a 1 LOT 9
LOT 11
` 65.00' a /I W _:L. . I- I 1 1 1 I I I -1 1 -I �I �1 YI +nl o>> a ii v 9(al
A 85 00` '' a 65.00' " I 84.92' I 1 j I 1 j i I I 1 1 I I ' 1 Ni I LOT a 1S\ • I a POST OR PORE
N 87*43'03 M) - b -.�. ec 03' 91.03' �65.00` + 65.00' 65.00"_e 65.00' 1 65.00' 1 65.00' 1 fi5.00' I 65.00 I I I I I I 1 ^I ^1 ^\ SMH# 1004 v (TYPE AS NOTED)
N 90'00'00" 7 ) 1" PIPE s _65"�' I 65.00' 1 65.00' 65.00' I 65.00' 1 65.00' I 65.00' 1 1 \ RIM 334.37
I (found) N 8$•08' " W 1�9' ( ��" ♦ �"'-�' b---..�...65'�'-6 129.11' \\451. 7 FL IN 8" PVC FROM N. 326.97
HATCHED AREA AS HATCHED AREA AS 11 S 89'33"53' W 1347.39' R OHE E- FL OUT 8" PVC TO S. 326.82
SCALED FROM FEMA SCALED FROM FEMA SSMH# 1306 1
87
FIRM MAP, ACTUAL FIRM MAP, ACTUAL PROPOSED 20' RIM 299.33 f PIPE
100 YEAR FLOOD 100 YEAR FLOOD SEWER EASEMENT FL IN 8" FROM N.W. 289.77 APPROX. STORM DRAIN f 9nd)
PAGIS MONUMENT 2058
CERTIFICATE OF FINAL SURVEYING ACCURACY
I, Orion A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by me,
all monuments required actually exist and are correctly shown hereon and that all . syfveying requirements of
�
the Little Rock Subdivision Rules and Regulations hoveaen complie!l_,V /
Date of
Registered Professional Land
Surveyor No. 1438, Arkansas
CERTIFICATE OF FINAL ENGINEERING ACCURACY
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.
Registered Engineer
No. 8810. Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted. This certificate is hereby executed under the authority
of said rules and regulations.
Sig
Date of Execution
Little Rock Planning
Commission
CERTIFICATE OF RECORDING (�
This document, numbe�6u� 6 S 1 a 1 filed for record �� �b 5 20�
in plat book H page 370 .
CIRCUIT,
Signed,
PAT O'BRIEN, Circuit County Clerk & Recorder
Circut Clerk
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 plot.
Date of Execution
Source of Title: Intsrument # 2004-037374
(Signed,)
Name Ifl1 c Jlstel Las-40?.r I Address j w
7114
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' Rebor (found), thence
N 01'55'06"
E 329.97
feet to a 1/2" Rebor (found), thence
S 8742'31"
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" Rebor
(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 = 1 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES 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.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME CF 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.
L
s Signed
BY:
DATE: I1 is S--
McClelland
TO SERVE Consulting
Engineers
Incorporated
GRAPHIC SCALE
( IN FEET )
1 Inch = 100 ft
Little Rock, AR Fayetteville, AR APPROVED
BAT
SCAIE
900 W. Markham 1810 N.College 1"--100'
FINAL PLAT
WOODRIDGE ESTATES
SUBDIVISION PH. 1
HL LAND
DEVELOPEMENT
DRAWN BY DATE SHEET NO.
JDM 6-13-05 1
LR04-5805 I TDS
C:\SURVEY\04\04-5805\5805-S1DWG