HomeMy WebLinkAboutS-1425 Map 3I nT InrCno)AATinN TARI F
LOT
SO. FT
ACRES
LOT #
SO. FT
ACRES
LoT__L
S0. FT
ACRES
LOT #
S0. FT
ACRES
1
10227
0.23 120
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
123
9284
0.21
42
9195
0.21
61
8915
0.20
5
7084
0.16
124
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
0.30
26
12986 10.30
45
9145
0.21
64
7158
0.16
8
10911
0.25
27
12247
10.28
46
9129
0.21
165
7149
0.16
9
8724
0.20
28
9437
10.22
47
9112
0.21
166
7313
0.17
10
9093
0.21
29
9421
10.22
48
9096
0.21
67
15234
0.35
11
9108
0.21
30
9405
10.22
49
11846
0.27
68
10745
0.25
12
9122
0.21
31
9389
10.22
50
14970
0.34
69
7152
0.16
13
9137
0.21
32
9373
0.22
51
11626
0.27
70
19822
0.23
14
9152
0.21
33
9357
0.21
52
8872
0.20
71
17756
0.18
15
9166
0.21
34
9341
0.21
53
54
8876
0.20
72
7113
0.16
16
9181
0.21
35
9325
0.21
8881
0.20
73
8551
0.20
17
9195
0.21
36
8743
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
D.21
38
15009
0.34
57
8896
0.20
76
8622
0.20
0
IOT CURVE DATA
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'
S6739'22"W
62.23'
C7
21'49'16"
97.50'
37.13'
S38'08'07"W
36.91'
CS
2424'51"
97.50'
41.55'
S15'01'03"W
41.23'
C9
02'38'56
97.50'
4.51'
SC1-29'10"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
49'2345'
50.00'
43.11'
N78'02'16"W
141.78'
I nT (-I IQVF nATA
CURVE#
DELTA IRADIUS
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'
622
22'01'28"
75.00'
28.83'
N60'30'35"W
28.65'
C23
39'36'51"
75.00'
5t.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
75'32'15"
125.00'
164.80'
N41'36'S4"E
153.12'
C32
12'40'56"
125.00'
27.67'
N85-43.29"E
27.61'
C33
BS'05'45
10.00
15.38
N43-53'10"W
1173.91'
C34
92.06'46
52.50'
84.40'
S461305W
5.60'
r.PNTFRI INF CURVE DATA
CURVE#
DELTA
RADIUS
RC LENGTH
CHORD BEARING
CHORD DIST.
Ct
91-54'15"
150.00'
240.60'
N46'06.50"E
215.63'
C2
92'O6'46
75.00'
120.58-
S4613'OS"W
108.00'
POSSIBLE ADDITIONAL DRY '
RESERVOIR DETENTION IF ROJE T�40 N
AAA RETENTION IS NOT AVAILABLE
fl IN PIPING n� ISr.HARrF /I
8.6+1
= 25.8 CFS
.2
S
6.77 ACRES
BOOK 96 PAGE
57893 /�hlb��
o)
89'58 5 E
�- BOLT IN ASPHALT
35.80 (found)
UNDEVELOPED RUNOFF 17.2 CFS
ROOK 2003
PAGE 085332
20' SEWER EASEMENT
I �•
mom,
87"43'3 E
I
35.81' M I NE CDR, NE 1/4, SE 1/4 VICINITY MAP
DEVELOPED RUNOFF 20.9 CFS
96-53047
o Q
BK. 99
W I SEC. 28, T 1 N, R 13 W SCALE 1"-2000'i
DEVELOPED TOG 22.8 MIN
- -0H
E
PIPE
G. 00391
BK. 6 PG. 43D o FROM S.H. BEADLE
Y BROOK DR
00
DETENTION VOLUME 5,062 CU FT
AVID O'DODD
_
♦---------
_
-
1
-- ----
SURVEY DATE 5/03
=a E-
'="r �' - -- E BLAIN
EXISTING 20' /Of z z 2. 6 ACR S o __ -M1 `-- _ _ - °H BOOK 8' AS HALT__ 96 PAGE 66966
�-y,'
SEWER EASEMENT,,,I I M 1 2• R ------ j iaeE_ = -
o _ 0 FSITE R NOFF '`fnF' - - - - -
1I oz 8.6 CFS ound) . r_ 6 - �s 49
GLADYS LAMBERT REVOC TRUST I I I ¢ I a a I \s'`,Bui � ''
a!
25
BOOK Ot PAGE 063702 NC33 I I I a I o^ oo �z I urn a I I W LO1i r- tO I v" ^ 1 �� ; LOT ETj�1 0Ip` 1 � , e'! a MPH"
I I _ o a � rn w I I I I w 1O•- \: !'o\ Ip LOT 69 QIr '10T 7a {� S6rr; L` v ROBERT DOZIER /
1 I I I a w w Y -1 a n I 500 CD -,
O w m w � o w O p ° c0 n� T 671 ; \ sj n i ,', �i; Y O BOOK 031 PAGE 070688 /
I I EXISTING 20' I I Y o o¢ a w o o ¢ co o L nN N ! t f� euILDCD
wc T- i' % :_ O / /
m �o ¢a a m �¢ as w MM 1 i r
1 1 SEWER EASEMENT I w w 0 0 0- �a x a z a a w �,', i t C5 54 79i1 $133 r: (1, 1 Ea6� O
m m wa a �� li ,' rM 10' WAITER EASEMEN
11.78 ACRES I =0 rn wrn zo - - > 3� WL'3W �7 \ j6';;:':j'i'' r0
0 a w m w a a ) H• 2 ~- �' INST 0. 84-1363
LDa 5y zY gh zrn rn km zrn aW t l-I �8s/� T •' i
OFFSITE RUNOFF 23.9 CFS 1 I II o a o z o Y FF 6� Y n = 3 o Qss: - - ��' " 407' ` ('
16.�36 ACRES $0 1 0m I mo I ao I OJO� I mo ao Yo oY rnO N`, k ----Z �-_- '1 r 1,' ''r 'I
OF0TE RUNOFF 39.0 CFS I I m 3o c\\ PG a o I o I o I o ji o �'toT�e., �- e2q �,a02/ao;
15' DRAINAGE 1 o I I m CE, Q W m o m m m o Y ;r ♦ i �3d zs aPSEr- f oHEek
r- - EASEMENT o I 96 ( a I w moo. O �xJD,
I 1- /Q /
1100' 15' DRAIN • DO In Oy c0 I m O _ TOd�91- c n toYiL- rti,
1 /2" REBAR - . , . N 90'0 00 I I I o z Zi LOT 78 0 ®
----(found) ,_' \♦ EASEME-7hT t Q • E924.2CL 11 I` , \ 1 1/4 R AR O a AP ROX. ST RM DR IN ZZ �9�
_ S�i'42 •k' 1 2 REBAR --
so "�: -I l 31 E 924�2$ �f r %! p (found) N '139' 2 `,•E 798.73' LAY UT J =* r
.00 \\ 108.01' 1 65.00 1 65.0)! '`,65.00' I 65.00' 6 C''' \i'r `'� I I r \N 2�09'O�"E 4 {, )�R) \ `.o LUFhs_ -v�i ^� 10 88-{---�7 ?` ,N ^7Q2,�0' _ a�1 L to
\ 1 I 5 ' ' '6$. I 65 , \I `.65.� T'�•-,'� , �i \ \ 2)6(1 ` ,'4S'% 40 `\�ZZ7�p' �,.7'�Y M
�� 4__ 1 85.00 -.\ ` `1 ` ""'•�
Z\ 1 I Is.oe• 1 ^ 111:2s 83.7 I`` ) 1-,=,TT' "Y� ,� - - -
I- `'-\��r LOT 40 I I ; I jl -.J" i '15.°°', �;- 1 y `,1� \ �'`y • Y-_' 1 \, / /. ♦ 1 , 65. ; \\I`, 85.00 `, 18•00'\` 1\ 451(j01, 'd \ 6$ 0 i - ♦ . C
v) ro v Q\� . I 1n I i F�rij - 1 '` 9� • I 1 + I 3p -� --'30 . / \ I t \, \ `, `,\, ,1 `Q,., r, 65.�]0' 65.00' ,I 6tyoo- P`, 65.b ` y'0Q,`,��`, b5.OQ••` Q,2 _ o' - o n n n Ip
V) r7 �1�rn. 101 LOT 4t.01 '.ol I } <I , ;La�4- I \,� ♦ I ``, `\ \ `,I \ , Y \ \ `,I `, , , I A•. I h, `.� o_;;'� i� 1j - __ --nni_ 101-h7� C3
rp l N m l M \ `, I\ \ , ``, \ , ` `, t `, I , `. ` `L-`_` ```-_ (. }-L47 75 !�
}
1 _mac
0' z , 1 rn Obi I ' I ilbT lGk 43 I `L+OT 44 I L0? 49 , ,07 I --1N1 _ O •. ````� \ • ,1 ``,I`. \ `, 11 -•{.
z `,a 1 g L--- T LOT 47 d `Lo7 ae. • 1 m r + 4: eo sa 'In" , ?p I j1 .`•L_ ` �; toi Tt+.. _ I ------- , . r , , 5y-'' / ~ O, \ � LOT 39 \ I a 4 I � � �
4 � i 1 LOT 49: "". 1 I
O N O,,`dl' tro- \ �'y\ �AAi_--- y ', Lo>'`s1 m '`I,O�`s9,I '\Lo 5 �ti ` OY `34 `%' i, . ' \ `'J°�l l'`, `` '` wo 1 ' 1 '` I ; }' o t•' , -- m i ? 'k_! 1 �`' I♦` al',.. '�rJ'_ ` 3° 100.88'` ` -r - - - _ _ li.�,• : - e /
00 NS ���\ \ C1 1 146.00' ; i'I I 1``. r` I'� i li 1 ' I P. I _'1. _ ,I /♦ ram) , ', 'M I. 1� 1¢�P, \ ,I'�j 1LIrT 65M f, :LQ,i\,�1`, `0115�,�1) LOT ,58ri L0T5 �1 LdT 601�1�``LO7`Bi '1-��- ���_� _I C_ __-___..e-d_: - /I '_( N N
1
W I+�) Iq`� , , a5 QU11 NG V T I, I ( 1 I - ' 1 >( )1 ^. '`, `, `.I ' ` , ,� , .\ ..1,` \^`J . ', 1\\I 12 i t i rt f. -----i 1 11��•lMir' - ]-'F! y - --_------- -fin LEGEND
O , '` \ C/ 16 1� 1 LM ° ; , _'<�r ` J 1 ` 1 \ `I .. t. `` f 1 t-` I'`.. `' 1 `�---- o. '� ` �'•- -- ------ t�i -- -- - �. � Q -I O),
® 9'1 ',64.99' 6;4 84.99; ' . -f" t I• ' \ \`, �� ``, ``, 1 `,I 1 �`♦ 4 L". --' n
O , , .99 ,64i99' 1 .1 `,-\- It-�--y=\ I �` 4 ! 7 - Q -OHE- - -OHE-
,
-`�--�- -'F T -❑I•F OVERHEAD ELECTRIC LINE
Ofw c`1 ioo.00' \ b4.ss. fidgs I 74.7a 1 1 ' stas'\L '`1 �s.00''`,i' •, Jis +��. ``ior6s_-- t �- -tar�a `yt_/s. g' - I SURVEY CONTROL
W C9 ,T�!f� --- - , ' i. Z 01f - _36-.7 - _ '`600\S�Q . I '�5 0�',`\�, ,\`, `` `, `` \ 1,` . ``. I 125 L I 1 R;♦` _ _ _ _- _-�W-1-=1 _- _ �_- O (TYPE AS NOTED) - -E_ - E- _ BURIED ELECTRIC LINE
___ LT. -+-�_ - •65. 1 1
,
� �. 00' - N
m a T'A . ` --'-_+'-�--,- - - .� L�..� `�� � 65 0 1 65F0. I `. •`:� - _-
g a ,'• , ♦ - _-�L-: `ti- _ _- _- 1 a - _ 1 ELEVATION BENCHMARK OR
,
`,`l `�•,\ p - _- �__ `__-T_____ 3. _3:7i`- 1.-- _ NJ LOCATON OF BUILDING FLOOR ELEVATpJ -0 - -O- - GAS UNE
a Q C17 �_-__-�-:-- _IC N
J ___
�♦ 20 I 64.99' 1 ,64. 9' \ gl r - -- l _ \ ♦ _ 1 25 x x- FENCE
-- t 8 F N BWNDARY MARKER
3• °; ,\„ `\„„ �84;99' 64.994.99' �Y t0. ',v; `- _f__l�� �
} O d`� ', \ � C18 i I , t ', 1 •` �-', `6 .00\ 1 69.00'_ _ - - � _t� - - �y- ♦-�_ o� A � e
¢ o,�:.. \.. ;� /� I 9.09 �' 1 \I \ t 1 I `, 1 I r ',=.-` t ` Vt ,-f \ 1..,OQ' `F 65,00` j •.(5.00. T 65 00, r--r�lr---'�T-'-^`---r=---T-- - - - i S� J I a co Q gT 1/2- x 24' REHAR PROPERTY UNE
J CO. I 1 a I _ ,�' ', , 01 5 I _ 6 T -- - �F UNLESS OTHERWISE NOTED
\, /e I m1 .11 `\ I I ial _ i 11 , 1 A N \`, . 1 �� I 1 65.01' ,I 65.01" y 65.0f=--t_-65.0.1,__1 C2�'\ .�C2 7bg<� IA ( )
V' T-, ,, �: �,t��/•y p t0 ` \ 1 ,�, j� 1 I i `. '`I O , 1 1 ♦� �� `.I 1, `J..`� -- •1♦ _ _ 25' BUIIlNNG -�( 9$ I � �' w STORM WATER MANHOLE - RIGHT OF WAY UNE
\,A, �• M 1 LOT 3&'.'1 LOT 35 "j I LOT)3•�,),1 \ �O i ,'LOT'31 I ro I _- ' 1 1 mI , ,� {� ,` .'`I ``..�`i. `` 1♦ N. `\ Y ♦ \ '`, I ` \\ `, t, ♦ `♦ ``• 1 `• I _ I OFFSET L C2�1�_.- (!7 O -
"'CCC ` d BUILDING SETBACK UNE
\., LOT `37 1 tIIf 29 1 i 28 :N `.m (`'-` t ` ♦ `;o ♦ n \ Y,``. ♦ ` 1` : f`. J"_ Q
,I Ud-30d:J )C �I LOT 28 1 I ,F1 i' , �1 \ O1 ` m `,a `pj1 1``. \ ` 'l ♦ ` 1 ♦ 1 1 \// SANITARY SEWER MANHOLE
\I \ al ,,'4 2V "al LO "i LOT 25` •I `L`0T 24N 'i ``FyT '32 `q l`. `M`t 1. ♦`.a .T:j `', 1 I �I 1 -`1 I rQ aa- O -__.-____-_- EASEMENT LINE
4. 9' �_
> ; �- '-1. 1 . I . I � I /, /f '1 ♦ y" �.YaT♦ 2L I \LOT\ ` J `` •` m _"- N
11T9„,J n t1L LIGHT POLE
�, ♦ ,e1♦ •.r!`. ♦` I ,i,1t`,.LbL ix •h LOr,18r1 `2Qi t3`-t-" 'T T4o �I '�1 oL__ 0 I ! �I° p rn '
t ' • _ 'l \ 1 �i ♦ `I I -1 . ♦ ' r, . gI 71 <1 LOT a' LOT 9 m1 �. , LOT 7� I v'Q, POWER POLE - _
', 1 _ I L- � ?`, � \ ,I ♦ �`• `e-I ♦ y � I• , "' A S.1 ` , a'*, LO E LOT 1301 )Zol LO 41 I ro �\s rn ___ _.__-__-_-__.__-_
T. LOT LINE
'T OT 10 _
%}_65.00' 65.00' I I \ b • ♦ 1 ♦ ♦ �. '\ \ \1 ` y ``� 1____ - I 1 0 l m N >- Y
, 65. I Y 1 - `-�
er
♦ -� '1
65. 1 ♦ 1 _- - 7•� a WY LINE FLOOD ZONE E
, -- 1� ` 1 '1 Y
1/2" REBAR r 3��'�;•;, i 87"fE3 ` �,{� 03y 9L� OS `bSS`.00"'-_65 00 69II0 ��-B5.` 0�' \` L ', It f, \ C Y ` l \ 1 I j I _ _ I 1 y'�h Fa ---- v m Eon TELEPHONE PEDESTAL
(found)
M, `i - .-L`] ja..fn.r� ♦.`Qy' , 1 .00' ,` °t�`P�' \ 1'` 63, `�, I. \ 1 _ ( fiS.DO• _ I - I_ _ _ - _ \ n' FLOOD WAY AREAS
Or00 9,2, � _ , fi5Ob'. • 0 7`. ' .- - -
.
I
a , s6.o
N 90 ___-- \ ` , ` \I 1 i ` I_ 65 fHI' i. 65.0�0 _I�65.0 f ) \ G N FLOOD ZONE AE
` ) A _ ". T�. , �65.00' 65.00' I t _ As VALVE
by ti� �. \ } `1 \ , .1\3d7.�1,9' ,%M .z--�- J �zT:Y'� -51. !a
PIPS - - - ', 1
SHADED AREA AS = 28a �'&a \ ``. \ I i I ;''` `` \5�.3rJ3: l 9. - _ E- cM GAS METER
SHADED AREA AS - ___
ass i - ,` R% - -
SCALED FROM FEMA SCALED FROM FEMA PROPOSED 20' 3 �(' E
3 FIRM MAP, ACTUAL FIRM MAP, ACTUAL 14.34 ACRES \ ````, 1 PIPE WATER vuvE
LADYS LAMBERT REVOC TRUST SEWER EASEMENT (found) ®FH WATER METER
�^ (o 100 YEAR FLOOD 10o YEAR FLOOD I UNDEVELOPED RUNOFF 31.0 CFS APPROX,`STORM DFtA)N _
A BETTIE JOE KIRTLEY J �jFH FIRE HYDRANT
tl' ELEVATION FROM BOOK Ot PAGE 063702 ELEVATION FROM DEVELOPED RUNOFF 49.1 CFS LAYOUT RIDGE SEPARATES
SAID MAP IS 289 FMD/ 97847-01 SAID MAP IS 287 I DEVELOPED TOC 19.3 MIN NEWOOD INC. DRAINAGE AREAS BOOK 96 PAGE 56739 SIGN
BOOK 96 PAGE 57895 POST OR POLE
DISCHARGE DRY RESERVOIR DETENTION IF DETENTION VOLUME 20,960 CU FT (TYPE AS NOTED)
39.0+23.9+31.0 = 93.9 CFS RETENTION IS NOT AVAILABLE
a
IN PIPING
PAGIS MONUMENT 2058 ,
'' " Property Description ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
S SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
Part of the SE 1/4 of Section 28, Township1 North, Range 13 West, Pulaski Count SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY _,L b / 9 y
- �f Arkansas, being more particularly bounded and described as follows: AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
Beginning a Bolt in the Asphalt (found) in the centerline of David 0. Dodd Road, being AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
1, 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
all surveying requirements of the State of Arkansas and City of Little Rock Subdivi"a Rules and Regulations have S 00'09'42" W 654.t7 feet a 1" Pipe (found), thence
been complied with and filed for record as required. ^. N 88'08`01" W 1347.49 feet to a 1" Pipe (found), thence SOURCE OF TITLE:
N 87'43'03" W 924.17 feet to a 1/2' Rebar (found), thence JIMMY D. KENDRICK, EXECUTOR, WILLIAM E. JACKSON JR. ESTATE
''��`I„""•`����"''-.• ♦• BOOK 96 PAGE 53047
.'.:Y ` "' N 01*55'O6" E 329.97 feet to a 1/2' Rebar (found), thence
'R z�Ir)s.,l-e''1��;:\ \\apgatmmmnnpr,,,r S 87'42'31" E 924.28 feet to a 1 4" Rebar (found), thence
Date of execution rian A. Tinnel / ( )
�oaV'e,�Gp7Ep �ii, S 87-59'58" E 798.73 feet to O 1" Pipe (found), thence DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
Registered Professional Land '% THE PROPERTY.
Surveyor No. 1438, Arkansas Qom\ •9G N 00-40'04" E 329.81 feet to a point in the centerline of David 0. Dodd Road, passing a
rV WCLELLAND``:�" 1/2' Rebar (found) on line at 300.31 feet, thence
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY S' NAME AND ADDRESS OF LAND OWNER: JIMMY D. KENDRICK
CONSULTING = S 87'43'32' E 535.81 feet to the point of beginning containing 21.17 Acres more or less
y ENGINEERS ;� as surveyed by McClelland Consulting Engineers, Inc. in March 2004. 4801 NORTH HILLS BLVD., APT. 1002
1, Max Byron Hicks, hereby certify that this plat correctly represents a plat made by me, and that the ;A No.24 [V� NORTH LITTLE ROCK, AR. 72116
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. /'' %�,9NS e SURVEYOR'S NOTES:
yi% t /o' ` (/ �� o AS -EN o\ NAME AND ADDRESS OF SUBDIVIDER: HL LAND DEVELOPMENT LITTLE ROCK PLANNING COMESIO
SION
�{- 7 D �/ JJ STATE of �� AlBnnlRnm\V� HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED 505E ROCKDIXO,
ROAD AP ROVED, THE F TTO THE CONS
LITTLE ROCK, AR. 72206 � AS NOTED IN THE PLANNIN
Date of execution Max Byron Hick I ON PAGIS MONUMENT 2058. MIN ECORD DATED
Registered Engineer t,� A AS �.
No. 8810, Arkansas THIS SURVEY IS FOR THE USE AND BENEFIT OF HI LAND DEVELOPMENT. 4
p� *TER jD�� CONTOUR INTERVAL = 1 FOOT. BY.
CERTIFICATE OF PRELIMINARY PLAT APPROVAL! 0 SSIL ; FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004. 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. GATE:
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal \'fj E� fiii 41iS GRAPHIC SCALE
to a preliminary plot having been fulfilled, approval of this plot is hereby granted, subject to further provisions of Q q NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. ZONING: THIS PROPERTY IS ZONED R-2, WITH SETBACKS AS SHOWN.
said rules and regulations. This certificate shall expire =p NO.8810 yls CENSUS TRACT 24.05. as ° 50 oo zoo aoO
`H @b BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PLANNING DISTRICT 12.
J PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
Date y/_y _pt} STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
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, 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 1 inch = 100 ft.
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
Date of Execution
100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD UPON IT.
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 SO. FT AND MINIMUM LOT SIZE 7084 S0. FT. PRELIMINARY PLAT
OF ANY PROPERTY CORNER MONUMENT. 76 PROPOSED LOTS. McClelland JACKSON ESTATES
PROPOSED WATER IS CENTRAL ARKANSAS WATER. -; Consulting SUBDIMSION PH. 1
PROPOSED SANITARY SEWER IS LITTLE ROCK WASTE WATER. Engineers HL LAND
I LR04-5805 I TDS I/ I
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