HomeMy WebLinkAboutZ-7088 Map 2VA .K
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%'eget Property
Southwest corner 1-430 - Col. Glenn
N port of Section 21, T -1-N R -13-W, Pulaski County Arkansas more
,rticulart described as: Starting at the northeast comer of
e SWI/ NW1/4 said Section 21; thence S01'44'35W along the
f<.st line thereof 196.20 ft.; thence S8T24'40rE, 24.75 fl. to
f 1,e east right-of-way line of Bowman Rood and the point of
j ;:.ginning; thence N0735'2(fE along said east right-of-woy line,
i 3.71 ft.; thence S8724'4CTE and continuing along said east
fight -of -way tone, 25.00 ft.; thence N0735'20"E and continuing
oiong said east right-of-way line, 186.93 ft.; thence
northeasterly and continuing along said east right-of-way line,
being the are of a 70.0 It. radius curve to the right, a chord
bearing and distance of N3418'547E, 73.62 ft. to the south
right-of-way line of Col. Glenn Rood; thence N66'02'27"E along
said south right-of-way line, 40.0 ft.; thence N2S57'3SW and
continuing along said south right-of-way line, 20.27 fL; thence
'•6626'42•E and continuing along said south right-of-way line,
<55.93 ft.; thence SO1'55'56'W and continuing along said south
rght-of-way line, 16.44 ft.; thence N65'21'39'E and continuing
olong said south right-of-way line, 175.11 ft.; thence
' IV43'55'W and continuing-alongsaid south right-of-way line
8.40 ft.; thence N65'20'12"E and continuing along said south
;ght-of-way line 34.36 ft. thence N67'41'36"E and continuing
ong said south right-of-way line 612.37 ft. to the west right-
-way line Interstate Route No. 430; thence S8, 57'58'E along
31d west right-of-way line 417.89 fL; thence S14'13'34'E along
id west right-of-way line, 281.04 ft.; thence S21*05'WE and
intinued along said west right-of-way line, 532.43 ft.; thence
.)3'45'58•W and continued along said west right-of-way line,
X12.66 fL to the south line of the SW1/4 NE1/4, said Section
�I; thence N8732'45•W along said south line, 447.49 ft.; to the
' nter of said Section 21,; thence N8723'4SW along the north
Gne of the NE1/4 SWI/4, 296.00 ft.; thence N0753'2YE, 33.39
'L; thence northwesterly along the are of a 12.00 ft. radius
,rve to the left, a chord bearing and distance of N3647'21"W,
.32 ft.; thence continuing northwesterly along the arc of a
I 260.00 ft. radius curve to the right, a chord tearing and
'stance of N71'09'38'W, 48.10 ft.; thence N65'51'11'W, 341.84
P; thence northwesterly along the are of a 600.00 fL radius
irve to the right, a chord bearing and distance of N6927'5TW,
112.66 IL; thence S2659'45'W, 87.56 ft.; thence southerly along
I the are of o 130 00 ft. radius curve to the left, a chord bering
,d dstonce of S01'12'29"W, 113.11 ft.; thence S5724'24W,
387 ft.; thence southwesterly along the arc of a 172.88 ft.
-dius curve to the left, a chord beonn and distance of
�T11'20"W, 13.38 ft.; thence N8642'39 -W, 122.16 ft to a point
I n the west line of said NEI/4 SWI/4; thence N0300'44'E along
soid west line, 209.67 ft. to the northwest corner of said NEI/4
SNI/4; thence N8726'27"W along the south line of the SWI/4 NW1/4
siid Section 21, 150.00 ft.; thence N07'44'35E along a line
150.00 ft west of and porolal with the east line of soid SW1/4
NW1/4, 608.90 ft. to the east right-of-way of Bowman Rood; thence
northeasterly along said east right-of-way line, being the are of
i V u�0-J/ li. rou:us Cunt w . c •w4 U .. s ...,u
i..-,"�..- r.1 en^rr, Yt
CERTTIMATE OF PRELAA1NAlff "' • ••
SURVEYING ACCURACY0�GISTEIl�,'•.�
I, Paul M. White, hereby certify that S, •oF'•.,
this plat correctly represents a bound- Rx iSAS
ory survey mode of verified by me that all t2st 1
surveying requirments of the State of7j
Arkansas and City of Little Rock Sub— ° O •s stens uur i`,+
division Rules and Regulotions have been
compboundary host and beenadul pfled for of r`rf n....C.•ra.•\'t •
y Q 5;
in offices of the State Surveryor and N/iL LAS•.•°
the Pulaski County Circuit Clerk on "•••.............•'
1GL_. in Plot Book _Page ,
Date of Execution Poul M. White, Registered Land
Surveryor No. 1281, Arkansas
CEIRTIGICATE OF PRELIMINARY
ENGINEERING AOCURACY
I, Timothy E. Deters, hereby certify
that this plat correctly represents a
plot made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
hove been compiled with.
Dote of Execution Timothy E. Deters
Registered Professional
Engineer No. 5033, Arkansas
OWNER OR DEVELOPER
Dote of Execution Name
Address
Source of Tile D.R. — Page
Instrument No.
CE "F)CATE OF PRELJIXNARY 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 plot
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate sholl expire.
GENERAL NOTES:
\
OWNER do DEVELOPER
Vogel Enterprises
11219 Finc„cici Centre Parkway
Suite 300
Little Rock, AR 72211
(501) 225-6018
100 0 100
LF of Street - 4650
Average size lot - 250' x 350'
Number of lots - 28
Scale 1 =
Proposed Open Space - None
Applicable existing covenants -
None
Water--LRMWW
Sanitary sewer--LR'AWU
Variances, Waivers or Deferrals
- Front building lines 25' or 45' based
upon zoning at time of final plat.
Driveway spacing as shown.
Limits of Floodway - None
Pjjj�fr •1 rk N
1. NHDES and grading permits are required prior
to construction, site grading and drainage plan will
need to be submitted and approved.
2. Stormwoter detention ordinance applies to this property.
3. Plans of all work in right-of-woy shall be submitted for
oproval prior to start of work.
4. Provide stripping and signage plans as per ordinance for the
development, for Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
Zo�i I f VAKIANG�/ `�2_I Tl� FLAN
I-430 — COL GLENN COMMERCIAL
300
100 ft
/ 111CMVF
SURVEY OF A PART OF SECTION 21
T -1-N, R -13-W, PULASKI COUNTY, ARKANSAS
r—`_ID7Y�i7II'IiI - DAA% HM9 A7 A ,930011Ai71 UR Illy IN THE SOUTHWEST QUADRANT OF THE
u CML ENGINEERING, LAND PLANNING h DEVELOPMENT, SURJLI'ING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 INTERSECTION OF I-430 AND COL. CLENN RD.
Y_ 11 1 1 T I
3-3-99
2-17-99 --
Revised 1-23-99
Date 12-8-98
Hor vert.
Scale
I -100' _
Sheet of
Uf AL2' y
_ 7 o W