HomeMy WebLinkAboutS-1425-A Map 2I nT imrnPuATInN TARI F
LOOS
1
SO FT I
10227 1023
ACRES_
LOT If
20
SO FT
9240
ACRES
0.21
LOT__L
39
SQ. FT
14941
ACRES
0,34
LOT
588900
SO. FT
ACRES
0.20
2
7170 1016
21
9254
0.21
40
8864
0-20
59
8905
0.20
3
7170
016
22
9269
0.21
41
8600
0.20
608910
0.20
4
7170
016
23
9284
0.21
42
9195
&21
61
8915
0.20
5
7684
0.16
24
9298
0,21
43
9179
0.21
62
8920
0.20
ti
7737
0.18
25
12820
0.29
44
9162
0.21
63
7779
0.18
7
12944
0.30
126
12986
0.30
45
9145
0.21
64
7158
0.16
8
10911
0.25
27
12247
10.28
46
9129
0.21
65
7149
0.16
9
8724
0.20
28
9437
0.22
47
9112
0.21
66
7313
0.17
10
9093
0.21
29
9421
0.22
48
9096
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
-6-2 1
33
9_+57
0.21
52
18872
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
1
8551
0.20
17
9195
10.21
136
18,143
0.20
55
8886
0.20
74
8479
0.19
18
9210
0.21
37
9434
0.22
56
8891
0.20
75
9079
0.21
19
9225
138
IiEnnq
0.34
157
8896
0.20
176
18622
10.20
PAGIS DATA
t
SSMH# 1361
RIM 325.66
" FROM S 318 46
I nT ('.IIR'✓F [DATA
CURVE
DELTA
RADIUS
RC LENGTH
CHORD BEARING
CHORD DIST
C3
87'53'14'
10.00'
15.34'
543'46'55"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'
S89'16'14W
10.22'
C6
37'13'14.
97.50'
63.34'
567'39'22"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'
SOt'29'10"W
4.51'
CIO
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'
47'35'20
50.00'
41.53'
N80'16'40"E
40.3
54'25'03
50 00'
47.49'
N29'16'29"E
45.72'
L
55-24'21"
50.00'
48.35'
N25-38.13"W
46.49'
49 23'45
50.00'
43.11'
N78-02'16"W
41 78'
rilt��h'F1'atlL•1
CURVE
DELTA
RADIUS
RC LENGTH
CHORD BEARING
HORD DIST.
C19
35'54'07
50,00'
31.33'
S5918.48"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'
S88-40'16W
50.53'
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
68.5T
C26
10'59'20"
75.00'
14.38'
N3246'49"W
14.36'
C27
3826'12*
25.00'
16.77'
S-19'03'24"E
16.46'
C28
92'06'46
10.00'
16.08'
S46'13'05W
14.40'
C29
87'53'14"
10.00'
15.34'
N43'46'S5"W
13,88'
C30
03-41'04"
125.00'
8.04'
SO2'00'14"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
61'
C33
88'05'45
10.00'
15.38'
N43'53'10'W
91'C34
ft75
92*06'46
5250'
84.40'
S4613'05"W60'
!'FNTFRI INF ('IIRVF DATA
CURVE
DELTA
RADIUS
RC LENGTH
HORD BEARING
HORD DIST.
Ct
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
108.00'
POSSIBLE ADDITIONAL DRY
RESERVOIR DETENTION IF
RETENTION IS NOT AVAILABLE
IN PIPING
SSMH#' 1113
/ I RIM 309.29
FL IN 8 """"'" """' SSMH#' 1125 / I FL IN 6 I-KVM J. ou IV
FL OUT 8" TO N. 317.67, RIM 313.76
N FL IN 8' FROM
N. 304.42 RIM 8'4. F FL IN 8' FROM N. 2. .89 BOLT r'i ASPHALT
FL IN 8" FROM S. 304.57 / +d FL OUT 8" TO E.302. 1
SSMH 1360� _ _ _ FIL IN 8" OM E. 304,_t6 N h - - (found)
FL OUT 8' TO N.E. 304.56
FL OUT TO W. 304.31 /� NE CDR, NE 1/4, SE 1/4
RIM 320.41 20' WER EASEMENT ,Y o, 89'S8 5 € 35.80' (R) I I SEC. 28, T 1 N, R 13 W
FL IN 8" FROM S 313.05 I BOOK 2003 96-53047 0 SSMH 1124 VICINITY MAP
FL IN 8" FROM E. 313.05 PAGE 085332 4 8i433 3 35.81 M) I DAB SCALE 1 -2000:
t BOOK 96 �' BK. 39 � GG RIM 313.21
FL OUT 8' TO N. 313.05 , - - PAGE 57893, • qpE G. 00391 BK. 96 P 4314._ / FL IN 8" FROM W. 295.56
Description ' SSMH 1359 No L ��J DU T HOT IHMYSBT" S�QURIED CABLE" FL IN 8" FROM N. 295.57
DAVID O'1)nDD PHONE' FL OUT 8' TOE 295.44
Node ID
Northing
Eastin
[Elevation
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
PAGIS 2058
1/2• RFBAR
-.(founts).
__ y
50.00+
T
O) M
vi
Z
O e LOT 39
0 o
wren
MCI,)
a
M1rjI
0: (a
3 W
wU
` 100.0C
Ea
70
a
u)
J
O
(V
r Y
O .-
00
00
M
Z Z l m LOT 38
1�
S RIM 307-57 1
P
0
18'
HALT
--
EXISTING -10'IFL !N 8" FROM N. 298.77 1
l FL OUT 8" TO S. 298,63 '
z
z^
0 -
z
0
1/
/
REBAR�y-
4_ S
r _ . _�
I
SEWER EASEMENT
' s
o
o
(found)
♦ _ _ •
-
' to Y m w a SS 6 �_ 24 RC
GLADYS LAMBERT REVOC TRUST i I SSMH#' 1352 i I I I n I w 01 I ¢ n" I a n ' S auILOl+c oFrsEf /7� 9T12.
r l RIM 314.62 NJ I Z n^ U "T Q I J I W a) I r. I ...i... ^ Z `�ib�/1Llr.�„'.
1 l FL IN 8" TO 304.80 r) I V1 a I 0 I ~ o rn a) I w m C° ,°O° , ,r- oa> LOT 6e olT Lot 70 I o BOOK 01 PAGE 063702 NC33 ' + I o o n o D o n m m m I NWT 1 1-
( FL OUT 8" TO S. 304.72 II o 3 w w ^o I ¢ 0 I I ^ I z - I `mpp ro �4w LOT 69 - N d I. t O LOT t
W W Y U¢ ¢ X N N LOT 67 "Irgw .-lo o, 1! 1103
t w m w < O o_ c1 0 z ,n� n �J,�I"r 1 Il: wi
' l Y O U¢ J¢ ow
¢ O W U W W W Z 4 /27• ILDING II' I
EXISTING 20' I s I m n ¢ o¢ m w 0 , J 0 WIN w �\ 1 102.50'
l l SEWER EASEMENT l W w o z 2 a �Z a W a M♦ ^ 54.7_9' Bt 73 _--- y
Q Oar W yv. Q ry -- J Y W > 3 QLd 10 (a 3 W N 2/2 ////`�`\ T _ d' 1 1 T
II i s l ¢ O Z O Y pJ�E;Ila M Z Y ~ Y S O in f l 0 6100�7.` � _ -17 ICI LOT 2 000
l N l i 0 I m o I < g I co' PEE I ¢ I¢ N o 0 o a, to p ,� w. '��-0- _-'� - " I ^
rn LOT es 46.4 T 92.06' C 102. -
N SSMH, 134 I M ¢ Y I m 3 m G� 6 PSSMH/ 122 ~ o M I M I M Y TO O 2s' 7 r
15' DRAINAGE I I 9 M w _
l, l RIM 308.49 I ¢ 0 0' I z w o" orrs�--,
w o RIM 333. ¢ I o I m
EASEMENT m O FL IN 4" OM N. 7.91 I I I __ 101_91' LOT 76 I 1 15' DRAINAGE N 90ro0'00• , ,' FL IN 8" FROM E. 296.94 I 0. m O mpg $1, LOT 71lI1-
EASEMENT E 924.26" R , 1/4 R AR I FL OUT 8" TO W. 3 Z24 AP OX. ST RM DR IN Z I ° 1^ ° '4g LOT 3g
_ FL OUT 8" TO S. 296.811 1 2 REBAR „ Z tOt62' ^
S 87 42 31 E 924.28 �M (found) N 89' 210 , E 798.73 LAY U T I q LOT 65 n 1I------- -
108.01' ��♦ - - N 2'00'02"E 1• PE n 100.68' bb _ DPI I 102.50'
1 ss.00' 1 ss.00' I 6s.00' ; I 6s.00' o- - ♦-- - -I s - - - - - -- -- - - - - - S 87'S '58• E 798.73' ) ( nd) I ij a---------io--g----- ;
tS.oO' I I I 1 85. W ' - - - -- _ _. _ - -. 5 102.4 - - o _
I 1 I 00 65. GO- I 65.00" _ _ LOT 72 it 3
t- m - m
f <i i I 1 tsar I i i i i 1n.2s' i i 63.73 ssoo i ss.00' 1 65.o0- Soo' 1 ------ -
65.00' 1 65.00' 65.00' - o Ion '� I Ig.�J1 g n 1 1 I I 65.00' 1 65.00' 1 65.00' t 65. W' I- I� o I LOT 75 g 1 1 C3 I t o I
I J LOT s o
LOT 40
vT 1 1 I� �_______
vi l I I v co I I I I 1 1 I o i•t 01.47
\rn. LOT aND I 11 nn11 nl � I N 1 001 � I, i I n 1 1 1 1 I I I 1 n n a
.-1 I LOT 42- 1 LOi u'1 LOT 45tO1 '� 1 ml ry 1;. O I:L 1 1 I 1 1 1 I I 1 LOT 64 I _ -� 102.$0'
LOT M I 1
\ I a l a 1 gg Or 46 1 1 LOT 47 0 l LOT 46 1 LOT 49 0, ,11 LOT 'JO g 1 'D n - 1 1 1 1 1 1 1 to 1 __-
�\ S I ^I a l ♦ 1 rn w 1 'i1 N I m LOT St I N I m l I: I °° I .D n o f w l I 1 j _-
1 I n I - 1. I Lor 52 t61 LOT 53 t LOT S4 I LOT 55 n m 1 °i 1 01 01 'O I h o 1 103.05' 1 �'�, __• i 1 a
7 I I I f 1 1. j' I I n t ',9 I I Lor 56 I �21n LOT 591` I LOT 60'- 1 1 ------ 1 t•'i cN
18.00' I 1 I I - I " I I i n 1 10 ,o LOT 57 1 LOT se 1
J n l 1 n r LOt 6T 1 LOT 62 ------ l 0 1 1I
ai.��14 1 2 �I I -1 '-1 -1 ^1 -' �I n� -' ni ,^; nl o _ t^ I^ LOT 73 �, 27 LOTS oNI
25'1-ELALD�NG an�ET 11 I I I I 1,, I, 1 1 1
`p 1 64.99 1 64.99' 1 4 99' 1 54.99' 64.99' l i _r -� JJ' is I 1 1 I f 1 A M ^ 1 ^ 1 - I e o LOT 74 'n 1 ~/C31
S =_- 6499' 1, 6499' 1 74.74' CL2� - --
_ _ -- - -- - - -- 1 a8.49' I t 86.75' 1 125afT t - -_ �_� ( L07 63 - I 26 89.26'
• 1v= ___ _.. mA.- - - - 1 65 to 'O 9 ml �t
I 1
65 00' I 65 00' I ,65 00' 1 65.00 1I 65.00' I
1
-- 65 00' 1
I
15'BOflD1i7G
5 00'
� - 65 00' I • ' 1
650' 1
__ - �' 65 00' I 1
" I t - 6500'
R -a- - 93.36' EAR[ - - -
i ' , 1 1
I _ _ .- --- --- - 3 63.71' . -
64 99' 1 64.99' " 64991. 9 1 64.99 64.99' 64 99 _.r - ___- �- --_ - -_. -- - L - - - �_ E.7IRIVF. I ._ -. -•' - 1q 5 LOT 6
i 61 45 � w - -Tr !
y � � Icz
/ T9 1--15-19SlRDING.I 1 I I 64.9911��`1�'t��--9220 '� T_--- __ - -__ __- _ ��
C18 I I I I 1 I 1 85.01' 1 1 87.86' 1 65.00' 1 65 00' 65,00 65.00' _-
/ I �, 1 I 1 I U o m n1Nr 1 I I --'�- I
/ 1 j �_1 I j I_�.__& .�_ I orFSET , 5 00' 65.00' 65.00' j 65.00' 1 55.00' 1 65.00' 65.01 __- _' 1 - I ;O1 I - I 1 N I I 1 I N , T 1 65.01' I 1 65.01' // 7�•3
I pl m1 ♦1. /,�`� I 1 I 111 I t I; 1 I I I - 1 I 1 I I 65.01' I 65.01 I C0. ��C24 .�
'•� +o m l I; W n r` A 1 1 1 I I 25' C _
^' , I LOT 36 ' LOT 35 i LOT 34 < i LOT 33 I -if COT:.32 4 1 1 LOT 30 4 1 LOT 26 u► I' 1 Y f,o 1 I 1 N 1 0 1 1 1 I I ; 1 - OFFSET 1 C2�1Y ♦' '1 V
LOT 37 ^ - w l LOT 31 1 'T I I I H I I 1 1
_ I I I - I t .I I LOT 29 1 Ii LOT 27 ri 1 LOT 26 1(+p LOT 25 1 LOT 24 - I LOT 23 ^ 1 LOT 22 n I LOT ZI' 1 LOT 20 I m N n 1 1 - I - 1 �� CC
' N� + I e I v 1 I L07 LOFT t Lai t LOr t LOi I LOT t 24.4
^ko
ry o m1 j aI ^1
+I al t9�1 8a 1 401 LOT IJo LOT 12
7 6 1 _
/ 1 1 i 1 - 1 _' -, LOT LOT LOT 7
el <I I
-�65. /JOT S.CO' �65.Oii' 1 1 i ^1 �' ^i LOT
m I ' ~1 \
5< I tt of TOmI 'Oi ��r - I
�I 1 �I I rl nl 9
- I 1 1 -1 -I -I ^� -� �� LOT a ��6L 1
- -� ti5 _W + 65 1165.00" 1 65.00' 1 65.00' I r.�. 84.92' 1 1 I i I 1 I I 1 �upl
1/Z• REBAR N 8T43'03• W 92 17 M b5.00"� - {- - - -- •03- 91.03' 1 65.00' 1 65.00- 1 65.00' 1 6500 1 65.00' 1 65.00' 1 65.00' 1 65.00' 1 65-00" 1 65.00' I I I 1
found) ( ) - ♦ - - -- - - 65.00� 65 00' 1 65.00• 1 65.00' 1 65_
( N soroo'oo• W s24 8 (R) 10 PIPE ry aaro8'o ` W t�s - - - - -p
HATCHED AREA AS HATCHED AREA AS (found) S 89'33'53• W 1347.39' � )
SCALED FROM FEMA SCALED FROM FEMA SSMH/ 1306
FIRM MAP, ACTUAL FIRM MAP, ACTUAL PROPOSED 20' RIM 299.33
CO N'R 100 YEAR FLOOD GLADYS LAMBERT REVOC TRUST 100 YEAR FLOOD SEWER EASEMENT FL IN 6" FROM N.W. 2�9.77 APPROX. STORM DRAIN
ELEVATION FROM BOOK 01 PAGE 063702 ELEVATON FROM FL IN 8" FROM N.E. 2$9.83 LAYOUT BETTIE JOE KIRTLEY
SAID MAP IS 289 FMD# 97847-01 SAID MAP IS 287 FL OUT 8" TO S. 289-161 NEWOOD INC. BOOK 96 PAGE 56739
DRY RESERVOIR DETENTION IF BOOK 96 PAGE 57895
y RETENTION IS NOT AVAILABLE
IN PIPING I
PAGIS MONUMENT 2058
�
W
0
�mCj
BLAIN
_ BOOK 96 PAGE 66966
�- S MH/ 1064
` RIVI 310.50
Ft IN 8' FROM W. 30 .18
x`25 MPH' F OUT 8' TO N. 30 10
C
ROB RT DOZIER
o BOOK 031 PAGE 070688 /
/
relf 10' WAITER EASEMENjf
M INST 0. 84-1363 /
/W SSMH# 1013
1n RIM 3 5.66
EL IN " PVC FlXOM/N.E. 329.06
p FL OUT 8" PVC TO S. 328.51 LEGEND
O
SURVEY CONTROL NOIAIYDIT -DIE- -ONE- OVERHEAD ELECTRIC I.RIE
(TYPE AS NOTED) _E_ _ -E- - BLOM ELECTRIC LINE
ELEVATION GENCHYARI( OR
t LOCATION OF BUILDING FLOOR ELEVATION -D - GAS UNE
- - - -G- - -
of 9 FENCE
to /0 FOUND SURVEY BOUNDARY MARKER (rYK AS NOTED) - - - - - - - - - - - - - - - - _ SANITARY SEWER LINE/ -_--------------
3 SET 1 x 24- REBAR -- -w-------- -W- - - -- WATER LINE
R N / 0 (UREA
OINI RMISE NOTED)
® STOAT WATER WWIQE - - - - - - - - - - - STORM 1FATETi LNE
OSANITARYAwER MANHOLE PROPERTY LINE
WIT PW - R1dri 6 WAY LINE
p N �Q� POWER POLE BUILDING SETBACK LIE
V)4 W (- a.IY UE- - - - - - - - - - - EASEMENT LINE
Un
1T p W ,.) \ TPEOO TELEPHONE PEDESTAL ____________________ LOT L E
LJ IV a
} cws vFEwE
I w
In 1-- Q b.NaL GAS METER
d d WATER VALVE
N QS a) Y®( OM WATER METER
p W YO ci FM FIRE HYDRANT
\ OM -�
T OR POLE
SSMH# 1004 -0 �TMPE AS NOTED)
RIM 334.37
FL IN 8" PVC FROM N. 326.97
TFk FL OUT 8" PVC TO S. 326.82
1• PIPE
(found) A-
va�b Ie L
wt IP--
t t+1 t S 1pF Tec 4A-
615110s
Property Description ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
Part of the SE 1/4 of Section 28, Township 1 North. Range 13 West, Pulaski County SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
CERTIFICATE OF FINAL SURVEYING ACCURACY Arkansas, being more particularly bounded and described as follows: SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, I Q V
Beginning a Bolt in the Asphalt (found) in the centerline of David 0. Dodd Road, being AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by me that the NE Corner of the NE 1/4 of the SE 1/4 of said Section 28, thence AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. n i
oil surveying requirements of the State of Arkansas and City of Little Rock Subdivision R les and Regulations have ,Tu1npN S 00'09'42" W 654.17 feet a 1" Pipe (found), thence (+�j/,�-'
SOURCE OF TITLE:
been complied with and filed for record as required. \\TOx'G]STE'.,, N 88'08'01" W 1347.49 feet to a 1' Pipe (found), thence JIMMY D- KENDRICK, EXECUTOR, WILUAM E. JACKSON JR. ESTATE f' �; "' $�
�, 1l , ., N 87'43'03" W 924.17 feet to a 1 /2" Rebar (found), thence �(y.)"/1 ['W j1: + r �., J% 2 :i. ia.q silt,
ti BOOK 96 PAGE 53047 U
6 ��/QS ,GjiL. � �� "� 4.•'""•'"'"•. N 01'55'06' E 329.97 feet to a 1/2" Rebar (found), thence
Brian A. Tinnel ST.\TL S 87'42.31" E 924.28 feet to 0 1/4' Rebar (found), thence p
Date of execution ARK.[ AS DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR y
Registered Professional Land NO.. 38 = S 8T59'S8" E 798.73 feet to 0 1" Pipe (found), thence THE PROPERTY.
Surveyor No. 1438, Arkansas _ N 00'40'04" E 329.81 feet to a point in the centerline of David 0. Dodd Road, passing a PLANS APPROVED
1/2" Rebar (found) on line at 300.31 feet, thence
NAME AND ADDRESS OF LAND OWNER: HL LAND DEVELOPMENT _
CERTIFICATE OF FINAL ENGINEERING ACCURACY _ =cA� �ciw; W` S 87'43'32' E 535.81 feet to the point of beginning containing 21.17 Acres more or less 505 W. DIXON ROAD 64, r= EASEMENT APPROVED
t Cn ','� 6 (g(/✓ as surveyed by McClelland Consulting Engineers, Inc. in March 2004.
I, Max Byron Hicks, hereby certify that this plot correctly represents a plat mad by me, and that the '�JTJ, o;l,.v °,�-� LITTLE ROCK, AR. 72206 EASEMENT DUI ED
engineering requirements of the Little Rock Subdivision Rules and R lotions ho been complied with. IQ ••...... cw�` SURVEYOR'S NOTES: `
��� f�'1L LA� •`T\ NAME AND ADDRESS OF SUBDIVDER: HL LAND DEVELOPMENT �• v DATE
505 W. DIXON ROAD
G� 1 `"'""""'T"T` HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED LITTLE ROCK, AR. 72206 BY
Date of execution Max Byron Hic s ON PAGIS MONUMENT 2058. v
Registered EngineerDEVELOPMENT.
No. 8810, Arkansas 1//1AA60�i� CONTOUR INTERVAL = 1 FOOT. THIS SURVEY IS FOR THE USE AND BENEFIT OF H AND
CERTIFICATE OF FINAL PLAT APPROVAL t{li gJhTi: QF ~ NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT ARE BASED ON THE PULAEKI COUNTY TAX
i 'TA AS FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004. RECORDS. NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS.
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. GRAPHIC SCALE
to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of RE S Kf: ® ZONING: THIS PROPERTY IS ZONED R-2, WITH SETBACKS AS SHOWN.
N CENSUS TRACT 24.05.
said rules and regulations. This certificate shall expire PROFESSIONAL Tao ° so too 200 400
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PLANNING DISTRICT 12.
>� ENGINEER Z1i PROJECT AND ARE NOT SHOWN ON THIS DRAWING McCLELLAND CONSULTING ENGINEERS MAKES NO
x * * Q'O STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
qt ERROR OF CLOSURE THIS SURVEY MEETS THE STATE Of ARKANSAS MINIMUM STANDARDS FOR ERROR
Dote i 0.��11� CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10.000. ( IN FEET )
Signed, :S aj or/ 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
1 inch 100 ft.
`o0%rAj//19� FLOOD INFORMATION: A PORTION OF THIS PROPERTY DOES LAY WITHIN THE BOUNDARIES OF A THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
Date of Execution
Little Rock Planning INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. 2858.72 LINEAR FEET OF STREETS.
Commission COMMUNITY PANEL NUMBER 050181 0084 F. DATED OCTOBER 19 2001.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, AVERAGE LOT SIZE 9451 SD. FT AND MINIMUM LOT SIZE 7084 S0. FT. FINAL PLAT
OF ANY PROPERTY CORNER MONUMENT. 76 PROPOSED LOTS, McClelland WOODRIDGE ESTATES
WATER IS CENTRAL ARKANSAS WATER. Consulting SUBDIVISION PH" 1
SANITAPY SEWER IS LITTLE ROCK WASTE WATER. Engineers HL LAND
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