HomeMy WebLinkAboutS-0554-A Map 5g�at'.r#al veHey Rd Rene* cv o i°b'0nn CERTIFICATE OF PRELIMNARY LEGEND
°a�'' rw ds° 4 PLAT APPROVAL. SET 1/2" REBAR a
FOUND 1/2" REBAR
5oa•Y ASPHALT
For Dr i° e`v��® All requirements of the Little Rock Subdivision Rules and Regulations --
INB0304 eRd o relative to the preparation and submittal to a preliminary plat having CENTERLINE
been fUlfilled, approval of this lot is hereby ranted, subject to further STORM DRAIN
t� ao a d PP P Y 9 1
g eagleP� 0 rkprovisions of said rules and regulations. This certificate shall expire EASEMENT LINE - -
pt+. CONTOUR LINE 245
e hlaorgRd Redwoodpr PROPERTY LINE
sk laKor 5- - BUILDING SETBACK —
s Y
----------------------------------------- SEWER LINE
.�e �r csaiat '' Dote of Execution L.R. Planning WATER LINE
p � , ,t0, Commission OH POWER LINE E
OGer Greek RNO 9� d �. MaIDN"le Cull Off Rd C X
�� Mabelvale blast Rd '� Mapay�; TELEPHONE x
GAS LINE
J`rrtown r� `� y� $ 00 50 0 100 200 300 x
w�,r pr m 4 FENCE LINE v
DITCH LINE -- ---
8 POWER POLES e
SCALE: 1' = 100'
Rams 01 e I —COTTER C E K EAST BOUL 25'R
.�x
4f CMy4took Rd Yarb•rry Ln D
— SS
Aiexa der Rd .- _--�' Al xa aMt�r RJ Tailalerra Cir WAlsbnro ftd .— _ SS �'--- SS
e'4 n . OWNER TNERSHIP -^-"
�.nRa BIRD COLD STORAGE PAR
=- 11219 FINANCIAL CENTER PARKWAY
X�a,yrn x cox. -- FOUND 2" EBAR
\ • °"sx°°v LITTLE ROCK, ARKANSAS 72211 -D°
•"^•° Rn ®soasNxvr SOURCE OF TITLE: DOCUMENT # 90-12831 0 _
VICINITY MAP P:1
`CALE: 1"=4000' I OTTER CREEK
PROPOSED SEWERLINE INDUSTRIAL PARK I °
AREA 101 L T sR
V LO1- 10 ZC E I BOOK PAGE 204 I °
" BOOK H, PAGE 357, LOT 8 ° LOT 5
T ,i I -- - AKERS, EV RETT, STOUT, I BOOK
BOOK E AND S WYER, LLP PAGE 7 3
OTTER CREEK BOOK F 'AGE 831 PAGE 812 °
\ T M
FUND NO. 1, LLC I LOT 7R T m
A D lWl E, SYL A G.
BIRD A D BEAR BOOK E I PHAS 1
FOUND 1" IRON PIPE WITH 1/�L" REBAR ENTERPIISES, INC. I PAGE 508 I 60' A CESS'� U I �T , AND
y SW CORNER OF SE 1/4 NE 1 4 I N �.r IV
0
I
° SECTION 9, T-1-S, R--13--W 5' POWER LINE EASEMENT PE WILLIAM A. DUNKUM AND DRAINAGE S ENT
\ N 1 "10'E OCUIVI 87-01 443 ° MARY G. DUNKUM
1 °- - ° - __ __ FOUND 1"°IRON PIE-- --
.43 767 92_ - -O - - n - -N2'31 o33"E 1339,09' ° NW CORNER OF SE 1 4 NC�1/4
--- _ _ 17
SECTION 9, T)-1-S, R-13-01
\ --- -- - -� o — - - -
PROPOSED FIRE HYDRANT' '
_PROPOSED 2' WIDE DITCH 0
50' BUILDING SETBACK---+ 7
p ro WITH 3:1 SIDE SLOPES CO
CO I I
1 7.5 ACRES
p�
40' DRAINAGE AND 00 0
UTILITY EASEMENT " O 0
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107 ACRES o °
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05
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GENERAL NOTES
1, *- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE,
5.
ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED 1-2 AND C-3.
AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK.
6.
WATER PROVIDED BY CENTRAL ARKANSAS WATER,
2, NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT
7.
SEWER PROVIDED BY LITTLE ROCK WASTEWATER,
THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON.
3, THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY
8.
EASEMENT CALLED FOR IN DOCUMENT 86-71485 HAS REVERTED BACK TO
MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND
PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF
DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS ZONE X
FILING.
"AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN".
9.
LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE
4, UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE
ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT.
OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS
10.
1310 L.F. OF STREET (INCLUDING 418 L.F. IN THE 60' ACCESS EASEMENT)
WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO
11,
THE 54.3 ACRE TRACT IS WOODED,
STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE
EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY
12.
PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED.
AFFECT THE USE OR DEVELOPMENT OF THE TRACT,
13,
PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL
PRIOR TO START OF WORK. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY
WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1817
�\
(DERRICK BERFIELD).
FOUND 1/2" REBAR
NORTHWEST CORNER
14.
A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR
LOT 5 - _
OTTER CREEK
GRADING ACTIVITIES AT THE SITE. SITE GRADING AND DRAINAGE PLANS WILL
INDUSTRIAL PARK -
NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION,
15,
OBTAIN A NPDES STORM WATER PERMIT FROM THE ARKANSAS DEPARTMENT OF
ENVIRONMENTAL QUALITY PRIOR TO THE START OF CONSTRUCTION,
16.
STREET IMPROVEMENT PLANS SHALL INCLUDE SIGNAGE AND STRIPING, TRAFFIC
ENGINEERING MUST APPROVE COMPLETED PLANS PRIOR TO CONSTRUCTION.
17,
STREET NAME, WARRIOR DRIVE, HAS BEEN CLEARED FOR USE BY MAPPING AND
GRAPHICS WORKS.
I
18,
A DRIVEWAY WILL BE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK,
z °
Li
19.
SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE
� I
d
BY OWNER, FOR PROJECT.
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20.
ALL CENTRAL ARKANSAS WATER REQUIREMENTS IN EFFECT AT THE TIME OF
>
REQUEST FOR WATER SERVICE MUST BE MET, A WATER MAIN EXTENSION WILL
No
BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY. A UTILITY
�o
ANCO PROPERTI S, INC.
EASEMENT OF PUBLIC RIGHT--OF-WAY MUST BE PROVIDED FOR INSTALLATION
0
OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD,
LOT 4B
I
BOOK C, PAG 419
00
FOUND
AR SI
u
1/2" REBAR
EXPL
SIVES,
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30.2' NORTH OF 1" IRO
PIPE II
RTIES,
ALAWEST-AL, LLC
NORTHEAST CORNER LOT
5
LO
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LLC
TTER CREEK INDUSTR
1
BOOK
PAGE
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1044.92' -
I EASE MENT 50.0
360
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1260,20,
3do
PHASE 2
I
50' BUILDING SETBACK
50' SOUTH OF LAND LINE R/W
_
AS SHOWN ON A PRELIMINARY
3SO
5
PLAT MADE BY GARVER AND
Cr
GARVER DATED JULY 1986
CO ` \ Z\ PROPOSED 8- WATER LINE v
J L
PROPOSED FIRE HYDRANT 21.5 ACRES POLE _t(
ACRES
Q 51CPS- �SSS6•, \ dI• °yyool
2ASEMENDRAINAGE PLACE 36" RCP/ / / i 00 w I I-2 ZONE - Ci_ 3 ZONE ILn
o \ I
� cu � 10 UTILITY
\ o \,,EASEMENT PROPOSED STORM DRAIN \
\ -
o \ • PROPOSED FIRE HYDRANT
a \ Y L
V; CERTIFICATE OF PRELIMINARY \ ., - I
00.39.
g ENGINEERING ACCURACY �'
�'_- PROPOSED SEWER LINE h°��
111
o a' I, Walter H. Spoul, hereby certify that this plot \\ \o /. -
0 a correctly represents a plat made by me, and that ` \
of w �
o engineering requirements of the Little Rock v 15' RIGHT OF WAY DEDICATION
/ PER DOCUMENT #80-171
s have been /-c'c- - SS '/ / L 539.22' co
x Subdivision Rules and Regulation _ V)
n complied with. � - N00:57' 15"W 498,28' / R-350.00' 30' UTILITY EASEMENT 130' X 110' DRAINAG 0
0 of �' \ 20 UTILITY \ \ 143.67' / 5' UTILITY EASEMENT �- EASEMENT---., 34
w E
N ci Date of Execution Walter H. Sppain EASEMENT / DETENTI N AREA-0.8 AC -FT I I I
Re istared En Ineer II,2b2 /
o Ar ansas g # \J, \ O rn O PRE=38 CFSS 30' UTILITY EASEMENT
� PROPOSED 2'- WIDE DITCH —WITH 31 SIDE SLOPES
--- --- - - ,PgST
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o ° CERTIFICATE OF PRELIMINARY ^II
%� � 5 7 ACRES so°45', 9"w N. - - - - --- - --
I
FOUND
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CORNIER
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a SURVEYING ACCURACY 75.90' ^ - - - - S2°07 09"W 1225.97' - - -
II o I, Walter Spoul hereby certify that this plot correctly represents � 3' '+ I / FOUND 1" ROD - - -
.- ---• �' ems-.- - _- - 50. � —
o a boundary survey made or verified by me. That all surveying \ = II I� - 1275.97 - - UN
\ w a requirements of the State of Arkansas and City of Little Rock ANGLE °
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- FOUND AN IRON
.& o Subdivision Rules and Regulations have been complied with and t.T \ \ I 7.6 ACRES I ' °�
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that it has been filed for record as required. �� �o
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------- ------------------ - PROPOSED 2' WIDE DITCH I ° Li °330
o Date of Execution Wolter H. Spaul X C
C)Registerea Pro - 20' DRAINAGE ` WITH 3:1 SIDE SLOPES
E ° Land Surveyor EASEMENT ❑
a a # 979 Arkansas
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LAND DESCRIPTION (��T
a A TRACK OF LAND BEING A PART OF THE NE 1/4, NE 1/4 AND THE SE 1/4, NE 1.�11 AND \ h�
a THE NE 1/4, SE 1/4 LYING NORTHERLY OF THE UNION PACIFIC RAILROAD RIGHT 01 WAY AU \ 20' DRAINAGES I �o - TRUSTEES OF THE
IN SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI (. )HNTr, A �� EASEMENT �� � � CHURCH OF CHRIST,
` 3: ` ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I N MABEL ARKANSAS
VALE, ARK
C) COMMENCING AT THE NE CORNER OF SAID SECTION 9; THENCE S 02'29'01" W 127- FEF1 AIO 1O\ \ .�ti / / CO
EAST LINE OF SECTION 9 TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF F \ p °
o SECTION 9 S 02'29'01" W 609.68 FEET TO NORTH RIGHT--OF--WAY LINE OF THE UNION PACIFIC CO rxi - THE LITTLE ROCK S HO DL DI 3TRICT
o RAILROAD; THENCE ALONG UNION PACIFIC RAILROAD RIGHT-OF-WAY S 56'35'38'W 1295.40 FEET TO THE �I p4 OF PULASKI CO N Y, RKA SAS
> //� . .
r � v BEGINNING OF A TANGENT CURVE TO THE RIGHT; THENCE CONTINUING ALONG UNIf1P. PACIFIC
p a RIGHT-OF-WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A CHORD BEARING AND
a DISTANCE OF S 58'20b4° W, 317,48 FEET TO THE WEST LINE OF SAID NE 1/4, S€ 1/4; THENCE N \ \ �� i °
0 0 02'31'19" E 118,43 FEET TO A FOUND 1" IRON PIPE WITH 1/2" REBAR AT THE SW CORNER OF SAID SE \ DETENTION AREA'2.1 AC -FT I 4
pZ D.A -36.7 ACRES
Ln O 14, 00 Q -B SAID TO A 4, NE N 1/4; " THENCPI N 02'31'33" E 340.22O E T ALONG
GNTHE WE T LINa. A FOUND 1" IRON PIPE A I riHFNCFD NW o B 146 Oh4'E \\ \� O PRE=54 CFS 20' DRAINAGE
t/ T / POST= 222 CFS - �� EASEMENT
% o E 745.45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 TO A FOUND ANGI E IPON AT THE NW o
CORNER OF THE MA13ELVALE MIDDLE SCHOOL PROPERTY; THENCE S 2'07'09" W 1217 FEET TO A
FOUND 1" ROD AT THE SW CORNER OF THE MABELVALE MIDDLE SCHOOL; THENCE 88'38'17" E 559.45 �� jJQ' DRAINAGE I ' °'
I FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 54.279 ACRE `.:+ (2,364,414 5. F.j. p
3o m N EASEMENT I
_ - - --- --
r - —J POINT OF BEGINNING S12 9 51 W
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-o n EAST 1/4 CORNER SECTION 9 �o \ 2684.8i FUTURE RIGHT OF WAY OF SOUTH t`II' "LANNip
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VABELVALE WEST
INDUSTRIAL PARK
Job No, 05-911771
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MABELVALE Date: OCT, 26, 2005
CHURCH OE Designed by: WHS
CHRIST Drawn by: E3WB
�- Sheet Number
320
- 1POINT OF COMMENCEMENT
FOUND 1/2" REBAR NORTHEAST
CORNER SECTION 9 T-1-S,
R-13-W