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VICINITY MAP
NTS
Owner &
Developer:
Colonel Glenn Sextet, LLC
P.O. Box
13267
Maumelle,
AR 72113
(501) 791-0055
Charles- C.
Harper - contact
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COLONEL GL EVELOPMENT RBC�9TBIiE�
PROFESSIONAL
ENNINBER
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JOIT
/ y/ooPosea LEGAL DESCRIPTION
�, / nNnreryt pA.G / PART OF THE SW1/4 NW1/4 OF SECTION 21, T -1-N, R -13-W, PULASKI
COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS:
COS35 / e...�l.wn COMMENCING AT THE NORTHWEST CORNER OF SAID SWI/4 NW1/4, SECTION 21;
T
tCs 3 33 pz„� HENCE O1'00'W 317 4 FT THENCE S63'O6'E 408 7 FT TO A
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96' 23 4, i a 5_Year The Developer S II Dedicate and R
pe eloper Request Pavements _ -_ Construct all reet Improvements --- IST
The n all Street - - plan - - - / X
Deferral �'ne` Mas er Street According t thewlast-er S�freel-Pian
�P Pte. PL \ ` RfAed Y Developed /
Lot
GOf°�aa 0 4'.' �P \\ �., Until A loceit _--------- ,
P' rh Sf1
9GP \
of sosfe^ 589 /
O 'Sa e \ 21 /
S\ , PLNO'iP°f9�0o 42.59 , l8>_1
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DAVIS *ALLY---TRTST r
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1
l l JA FAIR HIGH SCHOOL i
1
RAILROAD SPIKE IN THE CENTERLINE OF LAWSON ROAD; THENCE N23'59'E
J ALONG CENTERLINE OF LAWSON ROAD, 75.0 FT. TO A RAILROAD SPIKE;
THENCE N09'48'E ALONG CENTERLINE OF LAWSON ROAD, 168.6 FT.;
i THENCE N8700'E, 25.00 FT. TO THE EAST RIGHT-OF-WAY LINE OF
LAWSON ROAD AND THE POINT OF BEGINNING; THENCE N8741'28"E,
174.03 FT.; THENCE N14'54'26"W, 145.32 FT. TO THE SOUTH RIGHT-OF-
WAY LINE OF COLONEL GLENN ROAD, BEING 55.0 FT. FROM THE CENTERLINE
�! THEREOF; THENCE N71'24'28"E ALONG SAID SOUTH RIGHT-OF-WAY LINE,
570.49 FT.; THENCE S18'35'32"E CONTINUING ALONG SAID SOUTH RIGHT-
OF-WAY LINE, 10.00 FT.; THENCE N71'24'28"E CONTINUING ALONG SAID
SOUTH RIGHT-OF-WAY LINE, 71.25 FT.; THENCE S01'44'35"W, 515.33
FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD;
\ THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE
FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 733.57 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S51'44'02"W,
543.33 FT.; (2) S72'17'37"W, 246.02 FT.; (3) SOUTHWESTERLY ALONG
�. THE ARC OF A 906.74 FT. RADIUS CURVE TO THE LEFT,A CHORD BEARING
AND DISTANCE OF S63'10'47"W, 228.09 FT. AND (4) SOUTHWESTERLY
�/�- A. '"""'"'""•. ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE LEFT, A CHORD
� BEARING AND DISTANCE OF S51'01'23"W, 142.96 FT. TO A POINT ON THE
_ ..••T TEa•••.,d •`k NORTH RIGHT-OF-WAY LINE OF CHURCH ROAD; THENCE S89'21'28"W ALONG
; �STAANSA +� i SAID NORTH RIGHT-OF-WAY LINE, 42.59 FT.; THENCE N76'12'12"W
ARKANSAS �c s
No. test �; ? CONTINUING ALONG SAID NORTH LINE, 151.95 FT. TO A POINT ON THE EAST
i Z : RIGHT-OF-WAY LINE OF LAWSON ROAD; THENCE NORTHEASTERLY ALONG SAID
:psi A� r ,S = EAST RIGHT-OF-WAY LINE BEING THE ARC OFA 737.13 FT. RADIUS CURVE
? s A�?&L Fr.;LINT253.22 Fr.;THENCE CONTINUING
NTIN INGEALON8 SAIID EAST RIGHsiz� Z TO THE LEFT, A CHORD BEARING AND DISTANCE OF T -OF -WAY
S
_ACE
LLA�,.••' N39'11'32"E, 160.00 FT.; THENCE N36'43 39 E, 38.42 FT.; THENCE
- """""'".' N38 -25'37"E, 84.67 FT.; THENCE N54'45'34"W, 156.34 FT. TO A
-- - Szeneral Notes: POINT ON THE SAID EAST RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD;
1. NPDES and grading pe-mits are required prior THENCE N30'08'30"E ALONG SAID EAST RIGHT-OF-WAY LINE 143.70 FT.;
to construction, site grading and drainage plan will THENCE 571'51'25"E, 113.50 FT.; THENCE 04'50'56"E, 60.79 FT.;
need to be submitted and approved. THENCE N83'46'32'1N, 106.28 FT. TO A POINT ON THE SAID EAST �RIGHT-
OF-WAY LINE OF LAWSON ROAD; THENCE N08'59'00"E ALONG SAID EAST
2. Starmwater detention ordinance applies to this property.
RIGHT-OF-WAY LINE, 144.51 FT. TO THE POINT OF BEGINNING, CONTAINING
3. Plans of all work in right-of-way shall be submitted for 12.8124 ACRES MORE OR LESS.
approval by Public Works prior to start of work.
4. Provide stripping and signage plans as per ordinance for the I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND
development, for Traffic Engineering approval. DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH
ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS
within
5. Prior to construction obtain barricade permit for work done
right-of-way.
6. Average Lot Slope = Varies EXCEPT AS SHOWN.
7. Floodway/Floodplain - N/A
n_A 8. Any site lighting must be low level in intensity and directed NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
away from residentially zoned properties. BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
9. Hours of Operation: 24 hours a day, 7 days a week
10. Maximum Bulding Height will not exceed 35'. RTS, ;F,T-\TFD
//- 11. An irrigation system to water landscaped areas will be required. -_--_-__-- AUG 0 1 ?007
12. Prior to a building permit being issued, it will be necessary to provide Paul M. White, PLS #1281 Ark
landscape plans stamped with the seal of a Registered Landscape Architect.
13. Contractor shall obtain all permits required by AHTD pror to construction.
14. Source of Water Supply: Central Arkansas Water PLANNED COMMERCIAL DEVELOPMENT
15. Source of Wasterwater Disposal: LRWU LOT 8
\ Revised
SYNOPSIS:
16. Max driveway width 36 ft.
LAND AREA = 18.20 AC QWHITE-DA TERS & ASSOCIATES, INC. THE VILLAGE AT Date 8-1-07
BUILDING AREA = 60,000 SF O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING COLONEL GLENN Hor. Vert.
i
PARKING = 286 SPACES 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Scale
"=60'
RATIO = 4.77 / 1,000 SF Sheet of
Survey By: Drawn By: Checked By: Approved By:
LITTLE ROCK, ARKANSAS dab No.