HomeMy WebLinkAboutS-1405 Map 5CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Paul M. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verified by me that
surveying requirments of the State of
Arkansas and City of Little Rock Sub-
division Rules and Regulations hove bee
complied with and a copy of said
boundary has been duly filed for record
in offices of the State Surveryor and
the Pulaski County Circuit Clerk on
20 , in Plat Book -Page
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Surveryor No.� 1281, Arkansas
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
CERTIFICATE OF PRELIMINARY N 17436834 E 1164660.30 _ fnd. AHTD noil
ENGINEERING ACCURACY N 17433262 E 1184839.13 set 112`-iron pin__
I, Timothy E. Daters, hereby certify ® N 17427904 E 1164978.67 fnd AHTD R/W marker
that this plat correctly represents a ® N 17424630 E 1165265.32 set 1/2"iron pin_-
plot made by me, and that engineering 0 __N, 117417196 E _1165331.80 set 1/2" Iron. pin_
requirements of the Little Rock 0 N 17407018 E 1165337.98 --set 1/2"_Iron pin
Sudhavi been with. isi cRlegulations have
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4�� A R A NrS A S NDate of Execution Timothy E. Daters 0 • • • Z,
Registered Professional RE G I S T E R E D
Engineer No. 5033, Arkansa PROFESSIONAL
ENGINEER
CERTIFICATE OF PRELIMINARY PLAT APPROVAL ,t ►r • Uj t11
No.5033
All requirements of the Little Rock
Subdivision Rules and Regulations
r
relative to the preparation and E.
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations >n -
This certificate shall expire.
ARKANSAS STATE HWY 10
Date of Execution Planning Administrator
JOE T. ItasINSON THIS SITE
MIGH SCHOOL
OWNER OR DEVELOPER
Date of Execution
Source of Tile
Instrument No
Name
Address W
D.R. _ Page VICINIWWWWTY MAP
Nis
Public Works Notes
1. NPDES and grading permits are required prior to construction.
2. Stormwater detention ordinance applies to this property.
3. Plans of all work in right-of-way shall be submitted for
approval prior to start of work.
4. Provide stripping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
6. Easements are for utilities and drainage where needed.
7. Average Lot Slope = 11%
8. Easements for proposed stormwater detention facilities are required.
9. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
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CHENAL PARKWAY
LEGAL DESCRIPTION
PART OF THE W1/2 OF SECTION 15, T-2-N, R-14-W, LITTLE ROCK, PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1, CHENAL VALLEY PHASE II
COMMERCIAL, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE S84'34'07"W, 125.00 FT. TO A POINT 15.00 FT. WEST OF THE THE WEST
RIGHT-OF-WAY LINE OF CHENAL PARKWAY AND THE POINT OF BEGINNING; THENCE
S05'25'53"E ALONG A LINE 15.00 FT. WEST OF AND PARALLEL WITH THE SAID
WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, 70.72 FT. TO A POINT ON SAID
WEST RIGHT-OF-WAY LINE; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY
LINE THE FOLLOWING: (1) S84'34'07"W, 5.00 FT.;
(2) S05'25'53"E, 300.00 FT.; (3) N84'34'07"E, 10.00 FT. AND (4)
S0525'53 E, 174.88 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE
OF NORTHFIELD DRIVE; THENCE S59'30'41"W ALONG SAID NORTH RIGHT-
OF-WAY LINE, 121.06 FT.; THENCE WESTERLY CONTINUING ALONG SAID
NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1220.00 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N83'25'5E"W, 619.74
FT.; THENCE N68'43'08"W CONTINUING ALONG SAID NORTH RIGHT-OF-WAY
LINE, 370.59 FT.; THENCE N11'05'11"E, 919.40 FT. TO A POINT ON
THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. 1010; THENCE
EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: (1)
S78'3715''E, 139.23 FT.; 2 Nll'17'38"E, 54.94 FT.; (3)
S78'42'24"E, 182.36 FT.; (4) S6859'35"E. 149.47 FT.; AND (5)
S83'29'00"E, 288.51 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE
OF CHENAL PARKWAY; THENCE S41'48'22"E ALONG SAID WEST RIGHT-OF-
WAY LINE, 76.70 FT.; THENCE SOUTHERLY ALONG A LINE 15.00 FT. WEST
OF AND PARALLEL WITH SAID WEST RIGHT-OF-WAY LINE BEING THE ARC
OF A 1507.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S03'08'24"E, 120.55 FT.; THENCE S05'25'53"E
CONTINUING ALONG SAID PARALLEL LINE, 231.40 FT. TO THE POINT OF
BEGINNING, CONTAINING 21.8949 ACRES MORE OR LESS.
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CHENAL VALLEY
PHASE II COMMERCIAL
! I I I I I I PUT BOOK F, PG. 412
10 I I i j l
I I II II I is WATERLW
I i IINsm' # 98
General Notes:
1. Developer: Flake &
Owner: Highway 10 - Chenol Parkway LLC
John Flake, Hank Kelley
2. Linear feet of Internal Drives: 2400 Lf
3. Average Size of Lot: 2.43 Acres
4. Number of Lots: 9 Lots
5. Applicable existing covenants: C.V. P.OA.
6. Source of Water Supply: Central Arkansas Water
7. Source of Wosterwater Disposal: LRWWU
8. Variances: None
9. Floodway / Floodplain: N/A
10. Municipal Boundaries: Inside Corporate City Limits
11. Phasing Plan: One Phase
12. Average Slope of Lot = 11 R
PRELIMINARY PLAT
Lots 1-9
Little Rock
Arkansas
October 16, 2003
® VVliZ1u 111f'e-MA 1!°1CiM & /11MOC x''11 °1['. p 111 V C
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
Job Number:
f40
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