HomeMy WebLinkAboutS-1100 Map 12N
W- E
S
100 0 100 200
scale feet
1 "=100'
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision
Rules and Regulations relative to the preparation
and submittal of a preliminary plat having been
fulfilled. approval of this plat is hereby granted,
subject to further provisions of said rules and
regulations This certificate shall expire
Date
Signed.
Date of Execution Name,
L..R. Planning
Commission
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I. William L. Dean hereby
certify that this plat correctly represents
a plat made by me, and that engineering
requirements of the Little Rock Subdivision
Rules and Regulations have been complied
with
Signed.
Date of Execution Name, Registered
Engineer
No _ 4418 Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, William P. Gipson , 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 Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on . 19.in
Plat Book _ Page
Date of Execution Name
Registered Professional
Land Surveyor
No 1170
Arkansas
I have consulted FEMA Flood Insurance Rate Map.
Community Panel No 050179 03800 dated May 16.
1983 and find that the hereon property described is
not in a 100-year flood zone.
William R Gipson
Registered Land Surveyor
Certification No. 1170
LEGEND
�ZSTP
j'l•••�•'•STA'II?OF•••� i
ARKANSAS
b ? 1170 _
yO
Pv sue.
%
SEWERAGE BASIN DIVIDE
EXIST ATV OR FOOT TRACK
- SEWER. DRAINAGE OR UTILITY
EASEMENTS
❑ STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
BUILDING SETBACK LINE
WORTHEN
s;
,
Rm
u
�o
A
WILLIAMSON/ WORTHEN/ GURDON
----tit ----- -- S87" 18'23"E 124438' /
�U'SEWER EASp IW__--10'SEW ER EASE _____1 r__
i I i -- .eta 4WIF Ease J --7
161 1`0 I 162 1- Iw 163 I i 1
4 13 ! I 154 I- 1165
— — 25 aUILD LINE Pyur OPENS CE
7713'I 99 7' 1 1 24• —' _ - - _. _ I I ' 1 1 ,87 Q4,7 j .v
Z28 So'
26 1 I 7 7 S \
zo7 5' -- k �artfOrd — 3 se ,
P�I
--15't3W✓.[Qj�.J.IN�___ 4• WL Ill
16475 1 1 109 2' I 1 100.00'St. Ito-�S•6 �� i� �♦ `�\
I III /II125'9VILD LINE
I ! I �.
I eRa6o ffi I ! 1 1- 1 IY ,�
m252 r + ' I ¢t I F� I251 ` 1 = r I -+ F 18-
_ �_____ ie 0.� , 1 1 250 i I 249�''4p
Z i--
1 I I __ _______ _____I L_ _ �� 1 I ^I 1 - 248 \
to 10's 26' - 450 /
z�'-- -- 170 `
I I w r
159
a I _ _ _ _ _ _ _.� _ _ _ - _ _ _ I 242 ! I 243 I ; 244 7= 246 31
J 1 I I + I r' YI� 4,i - 246 1 247
Q-------- \ _ ___---
a, I _ �_.i _ -- - - -- I 1 75'BUILDi-ME
158
i ! 1� —' r jy
I _41' I 1 1 1 I I
I �- --^- ----./ , 1--- 1
07 � I I 149408•� I 14817. 1 I
1-------g�-15 _ _ t
-- ----- - -- �__. �O �6'r� 172
—� -
-- ----- -- -- - �` Denver
Sty DenvoI 113',5 I I 11/ 8' 11694
157 �I n f �- r 1 117 - ------
h i1372'� ; tti86'
1 a I 233 to i 232 1.73 �y
I-_--__.__ - - - - -- y I 1 $ 1 213
N fa 192 I
212 SSSf REI�SF J
, 191 I 1 1 0
i 156 I I ---- - - - -- r`---- - _ --�Zl as-- - - -- J
VT
234 174
L
--I - __T w --------- 1 23, i -1 _, 214 bf,•
1
,13. L_.__- X., `-�y>__,_•-+Q�1 211 m I rq 199 !4 I _ __ 35SE___-
I 155 8',Z ---1 r - - - - --
J
o
I _ U.) - ----
u� m _ _ 1911
230 215 W'_I 175
I - ^------J '9 ll te^ I � 210 zl I 194 3� L--,ifSY_--- - - - --'
L__._ —,,.36 _ - ___._
189
P r p 22s 216 / I r�f1` � _1 tryd I I t 78
- 2s6
209
-t}- ,Iy.�
195
to -----------1�49-- -- - -- - -,4f- --- -
-------- .� r- ''08 �I 177
--- -- —
237 tin I �
_ _ J 228 I I 217
�. -� r96 ,��, . 168 ,7y. -f l�
I r4 ' - m- I____- -11_ y ,- .I _ __-____-_
O ; I 152 .. _ L---- / �Z to __ - I - - --J L_,__ - - I
48 I - 9 r i ----- I I g
'
238 6 r------J� _ / _�� 218 I - --------I -- - 178
o• � i I
1 1 a `° f-17i37'-- 4 207 I 187 135.71--�
;___--_____-______ _____J 227
4 I -- --I- - - - - -_ --- -- - 197 ----------
'�f1 ' - _ I w'� � I 1 I � �
151 co , - --__.. ry _ _ _
/ I IfD' r - - - - -- I L--- -Y- I I
r--- 719 7w r _
I j ------
20-_6
W L--------
II
I_{II-- -I' --
T�
------ - - 41 tse t88-- ,---- -
------J�
I _ JL10_1 DRAIN EAS 18 220 n2"40 160
205 --- -- --
1,7
11558'
i I I 225 r 1 f -- 185 ^�
L I 240 I A 1 221 I _ 204 199 111 i � �� 181
L________� `:'�7 _ __
L- 7'-_ I I ' --J L--11435' - -- --
- - - - - - --
200
I , 224 , 5624' 1 i .p I ) L
2z2 I I 203 m 194 - f r I ,sz
v o 241 ( 7 `� I ; 1 7 I S/yl
223 \� �� ! I \ a -I�jN - _ _ 1
-r— - 7/ 77 \� \� I t '� '' 84 `i0`O`,
I I r-y- 3S 8t,ILD LINE
i1 02' I I i i ���` �` I I , i \ - 1 11 201 1r
202 1\ t 1 1 `24'�
METRAILER
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GENERAL NOTES
1 Ground cordours 12' intervals) are Interpreted from aenal
survey Elevation source PAGIS. M S L.
2 All lots having curved boundary lines are measured using chord
distances
3 Front budding set -backs shall be as follows 25for residen-
tial and minor residential, 30' for collector street, and 35'
for minor arterial
4 A 10 foot "no vehicle access" easement will be final platted
along double -fronted lots along Cooper Orbit Road as follows
Lot Nos 20, 21. 29, 28. 27, 30, 2, and Lots 37 through 40 and
along such lots on the minor arterial as follows Lot Nos 133
201, 202. 203, 222, 223, 234. 241, and 149
5 Vehicle access for single -fronted lots along Cooper Orbt Road
will be permitted only as follows Lot Nos 1,34 and 35
6 Storm drainage piping is shown hereon graphically in approximate
locations. All storm drainage piping, Inlet boxes, and ditching
will be contained within public street R01Ms and/or exclusive
drainage easements
7 Street continuance information signs per Section 31-202df) of
the Subdivision and Zoning Ordinance will be provided at the
project boundary lines on all street stubs to adjoining property
8 Minimum curb return and property line radii at arterial and
collector street intersection shall be minimum 31 5'. All other
sheet curb return radii shall be a minimum of 25' All prop-
erty line radii at street ROW line Intersections shall be a min-
imum of 25'
JA<
AR,
PLATTED
1,
PROPERTY
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?0116I
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Spnng Valley
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Street Classification Requirements
Kanis Road West Minor Arterial Both Sides
Hartford
Residential
One Side
Denver
111.
Frankfort
Cul-de-sac
N/A
Bangor
""
""
Lansing
Residential
One Side
St Paul
Sacremento
Pierre
Baton Rouge
Tallahassee
Albany
Cul-de-sac
N/A
Rose Garden
Residential
One Side
Lincoln
""
°°
Phoenix
Cul-de-sac
N/A
VICINITY MAP
Scale: 1" = 1500'
Legal Description
Part of the NW 1/4 and the N 1/2 of the SW 114, Section 7,
Township 1 North, Range 13 West, Pulaski County, Arkansas,
more particularly described as follows.
Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T-1-N,
R-13-W; thence S 87' 18' 23" E along the North line of said NW 114, NW 1/4
a distance of 1244.38 feet to a point and the NE comer of said NW 1/4, NW 1/4;
thence S 01 ° 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of
1300.06 feet to a found 1" pipe and the NE comer of the SE 1/4. NW 1/4, Section 7,
T-1-N, R-13-W: thence S 88" 36' 38" E along the North line of said SE 1/4, NW 1/4
a distance of 1312.67 feet to a found 1" pipe and the NE comer of said SE 114. NW 1/4
thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N.
R-13-W a distance of 2619.46 feet to a found concrete monument and the SW comer
of the said NE 114, SW 1/4; thence N 88' 50' 38" W along the South line of said NE 1/4,
a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 114,
SW 114; thence N 880 52' 27" W along the South line of said NW 1/4, SW 114 a
distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance
of 100.00 feet to a set #4 rebar thence N 880 52' 27" W for a distance of
238.00 feet to a set #4 rebar; thence S 180 48' 27" E for a distance of 106.37
feet to a set #4 rebar on the South line of said NW 114. SW 1/4; thence
N 88` 52' 27" W along the South line of said NW 1/4, SW 114 a distance of
53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05
feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 169.30 feet
to a found rebar; thence S 01 ° 00' 58" W for a distance of 209.63 feet to a
found rebar on the South line of the said NW 1/4, SW 1/4; thence
N 88'53' 16" W along the south line of said NW 1/4, SW 1/4 for a distance
of 250 33 feet to a found concrete monument and the SW comer of said
NW 1/4, SW 114, thence N 01 ° 43' 37" E along the West line of the
NW 1/4, SW 1/4 and the NW 114 of said Section 7, a distance of
3958.96 feet to the NW corner of the NW1/4. NW 1/4, Section 7
and the Point of Beginning, containing 190.624 acres, more or less, subject to
an APBL easement and less and except a R/W for Cooper Orbit as shown on
survey by William R. Gipson, dated November 23, 1995.
,
r-
TRIPLE e'X 5'
RCBC
RENEWAL CENTER OF ARKAPPI, INC.
O PARTICIPATION
S 88" 36' 38" E 13;%�67' / v ' BY CLR, D P W
24 50 BUFFER —�
i --
1
/
r
102 98' 1 �� 24-
_ -_-- — —� ` j` W 4 abej lfj0 YyG
e5
s i F 139 490
10'. f3RlYN EASE J
I I I r
EWFR I-ASE+
.2 230-33'-11"
17 160-00'-00"
18 90°-00'-00"
CURVE DATA
B
T
D
L
1792.73'
379.83'
3.1146
748.59
1067 31'
150.00'
5,3682
298.05
350.00'
350.00'
163702
549.78
500
+8.8%
\ 114p�
MATCH LINE A -A
if ARIidMS,+S r .�''�F OFAVT
°iCaS7'f'rr^ f�2
CIVIL �+
3 Cr DESIGN INC .r
r40.1102 p
L �114 q4
S.F. (RESERVED) 11 AC.
(APPROX.)
L IMIT OF COUNTY
STUDY.CPN
050179 0380C
440 /
i
DRAWN BY: B.DEAN
PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES DRAWN 4-15-96
REVISED: 5-29-96
CITY O F LITTLE ROCK OWNER OF RECORD Jvhn Burnett. Tmstm
TITLE SOURCE. 46-6702, BOOK E PG, W7
PULASKI COUNTY ARKANSAS CIVIL DESIGN, INC.
PLATE 1 OF 3 Isloa CT 'ANR1.1,1.
L['1"11.P. R<)CK, /�RKANKANtiAti 72212
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