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PARK DEVELOPER SHALL IMPROVE COLONEL LAN Extend walkto existing »»»boulderGLENN ROAD TO 1/2 OF A PRINCIPALARTERWL W/ A FULL RIGHT TURN E - AND DEDICATE ROW FOR 1/2 OF d3phalt.;s
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Vogel Property
CERTIFICATE OF PRELIMINARY
Southwest corner 1-430 - Col. Glenn
SURVEYING ACCURACY
I, Paul M. White, hereby certify that
A part of Section 21, T-1-N R-13-W, Pulaski County Arkansas more
this plat correctly represents a bound -
particularly described as: Starting at the northeast corner of
ary survey made of verified by me that all
the SW1/ NW1/4 said Section 21; thence S01'44'35'W along the
surveying requirments of the State of
west line thereof 196.20 ft.; thence S8724'40"E, 24.75 ft. to
Arkansas and City of Little Rock Sub —
the east right—of—way line of Bowman Road and the point of
division Rules and Regulations have been
beginning; thence NO2'35'20"E along said east right—of—way line,
compiled with and a copy of said
33.71 ft.; thence S8724'40'E and continuing along said east
boundary has been duly filed for record
right—of—way line, 25.00 ft.; thence N02735'20"E and continuing
in offices of the State Surveryor and
along said east right—of—way line, 186.93 ft.; thence
the Pulaski County Circuit Clerk on
northeasterly and continuing along said east right—of—woy line,
19 , in Plat Book _Page
being the arc of a 70.0 ft. radius curve to the right, a chord
bearing and distance of N34'18'54"E, 73.62 ft. to the south
right—of—way line of Col. Glenn Road; thence N66'02'27"E along
Date of Execution Paul M. White, Registered Land
said south right—of—way line, 40.0 ft.; thence N23'57'33W and
Surveryor No. 1281, Arkansas
continuing along said south right—of—way line, 20.27 ft.; thence
N66'26'42"E and continuing along said south right—of—way line,
CERTFICATE OF PRELIMINARY
255.93 ft.; thence S01'55'56"W and continuing along said south
ENGINEERING ACCURACY
right-of-way line, 16.44 ft.; thence N6521'39"E and continuing
along said south right—of—way line, 175.11 ft.; thence
I, Timothy E. Daters, hereby certify
S1(T43'55"W and continuing along said south right—of—way line
that this plat correctly represents a
18.40 ft.; thence N65'20'12"E and continuing along said south
plat made by me, and that engineering
right—of—way line 34.36 ft. thence N6741'36"E and continuing
requirements of the Little Rock
along said south right—of—way line 612.37 ft. to the west right—
Subdivision Rules and Regulations have
of —way line Interstate Route No. 430; thence S8757'58"E along
hove been compiled with.
said west right—of—way line 417.89 ft.; thence S14'13'3eE along
said west right—of—way line, 281.04 ft.; thence S21'05'50"E and
continued along said west right—of—woy line, 532.43 ft.; thence
Date of Execution Timothy E. Caters
S03'45'587W and continued along said west right—of—way line,
Registered Professional
1112.66 ft. to the south line of the SW1/4 NE1/4, said Section
21; thence N8T32'45"W along said south line, 447.49 ft.; to the
Engineer No. 5essi Arkansas
center of said Section 21,; thence N8723'43"W along the north
line of the NE1/4 SW1/4, 296.00 ft.; thence N0753'22"E, 33.39
OWNER OR DOPER
ft.; thence northwesterly along the are of a 12.00 ft. radius
curve to the left, a chord bearing and distance of N36'47'21"W,
Date of Execution Name
15.32 ft.; thence continuing northwesterly along the arc of a
260.00 ft. radius curve to the right, a chord bearing and
distance of N71'09'38"W, 48.10 ft.; thence N65'51'11"W, 341.84
Address
ft.; thence northwesterly along the arc of a 600.00 ft. radius
Source of Tile D.R._Page
curve to the right, a chord bearing and distance of N6927'58W,
112.66 ft.; thence S26'59'45W, 87.56 ft.; thence southerly along
Instrument No.
the arc of a 130.00 ft. radius curve to the left, a chord bering
and distance of S01'12'29"W, 113.11 ft.; thence S59'24'2eW,
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
448.87 ft.; thence southwesterly along the arc of a 172.88 ft.
radius curve to the left, a chord bearing and distance of
All requirements of the Little Rock
S5711'20"W, 13.38 ft.; thence N86'42'38"W, 122.16 ft. to a point
Subdivision Rules and Regulations
on the west line of said NE1/4 SW1/4; thence NO3'00'44"E along
relative the preparation and
a
said west line, 209.67 ft. to the northwest corner of said NE1/4
SW1/4; thence N8726'27"W along the south line of the SW1/4 NW1/4
submittal of preliminary plat having
said Section 21, 150.00 ft.; thence N01'44'35"E along a line
been fulfilled, approval of this plat b
b
150.00 ft. west of and parallel with the east line of said SW1/4
is hereby granted, subject to further
NW1/4, 608.90 ft. to the east right—of—way of Bowman Road; thence
provision of said Rules and Regulations
northeasterly along said east right—of—way line, being the arc of
This certificate shall expire.
a 848.57 ft. radius curve to the left, a chord bearing and
distance of N2(753'13"E, 532.83 ft. to the point of beginning
containing 09.546 acres more or less.
Date of Execution Planning Administrator
Little Rock Planning Commission
GENERAL NOTES:
OWNER & DEVELOPER
---Vogel Eater ipL ses- __ -_
11219 Financial Centre Parkway
Suite 300
Little Rock, AR 72211
t501) 225-6018
(-441 3
SW1/4 WE114
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OF SECTION 21, \\`, �y oa
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1ST 0:6' East ^,
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PRELIMINARY PLAT
I-430 — COL GLENN
COMMERCIAL
Lots 1-3, 5, 7-12
& 19-27
100 0 100 300
LF of Street - 4440
Average size lot - 275' x 300'
Number of lots - 19 Scale 1 1r = 100 ft
Proposed Open Space - None
Applicable existing covenants - None
Water--LRMWW
Sanitary sewer--LRWWU
Variances, Waivers or Deferrals - Front building lines 25' or 45' based
upon zoning at time of final plat.
Limits of Floodway - None Driveway spacing as shown.
Public Works Notes:
1. NPDES and grading permits are required prior
to construction, site grading and drainage plan will
need to be submitted and approved.
2. Stormwater detention ordinance applies to this property.
3. Plans of all work in right-of-way shall be submitted for
oproval prior to start of work.
4. Provide striping 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.
A AV/ S-Ci
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N1S 3-3-99
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