HomeMy WebLinkAboutS-0554-A Map 311 .17
LEGEND GENERAL NOTES
Y�11!y R4 - CERTIFICATE OF PRELIMINARY
qainvat or 00. SET 1/2" REBAR
PLAT APPROVAL 1. BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE,
�'A 5. ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED 1-2 AND C-3.
FOUND 1/2" REBAR
AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK.
SIATE
ASPHALT ---M.
i par Or, f All requirements of the Little Rock Subdivision Rules and Regulations 6. WATER PROVIDED BY CENTRAL ARKANSAS WATER. r
hn't Act 2. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT
- ----- ------ relative to the preparation and submittal to a preliminary plot having CENTERLINE 7. SEWER PROVIDED BY LITTLE ROCK WASTEWATER. AIR AS
been fulfilled, approval of this plot is hereby granted, subject to further STORM DRAIN THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON.
EASEMENT LINE
provisions of said rules and regulations. This certificate shall expire 3. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY 8. EASEMENT CALLED FOR IN DOCUMENT 86-71485 HAS REVERTED BACK TO ERED
J peourg 0 1 -245 MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF PROF S
E 610 0, CONTOUR LINE
kloote Rd RQ04604 OK FILING. PROPERTY LINE DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS ZONE X EN
skyiaKor BUILDING SETBACK AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN". 9. LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE ------------------ ---------------------------- 1 62
SEWER LINE No. ti
L.R. Planning ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT,
WATER LINE ER 5'?
c4l12t Dote of Execution 4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE
I z:
Hatt] D� Commission OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS
f " OtterCruk@Nd OH POWER LINE WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO 10. 1310 L.F. OF STREET (INCLUDING 418 L.F. IN THE 60' ACCESS EASEMENT)
Mobelvale t9d '"abelvala -t-1 MatelIVA,e C. I Off Rd TELEPHONE X
11, THE 54.3 ACRE TRACT IS WOODED.
Teirytown 100 50 0 100 200 300 GAS LINE G STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE 4
X
12. PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED. EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY
7 FENCE LINE X 0".06"o
AFFECT THE USE OR DEVELOPMENT OF THE TRACT.
DITCH LINE 13. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL &TE OF*%
A %SJ
--POWER- ROLES-. PRIOR TO START OF WORK, OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY
ot SCALE: 1 100' J1, WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1817
-21--LQUER CgEK EAR 26R (DERRICK BERFIELD).
clavirook pd-ywpsrtyLn T BOUL JND 1 2" REBAR
FOUND RJJiW
THIS SITE -/ R T-- 14, A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR
GRADING ACTIVITIES AT THE SITE. SITE GRADING AND DRAINAGE PLANS WILL 'ER,,CREEK INDUSTRIAL PARK
Rd IS SS � 11 �11 :0 0,•* H
_.�e�aqd - Rd - SS\ A)v OWNER NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION,
A zi k"So
8'.,,h Re N
t 15. OBTAIN A NPIDES STORM WATER PERMIT FROM THE ARKANSAS DEPARTMENT OF L L W,
P
L'"k, 11219 FINANCIAL CENTER PARKWAY
IN--
4. Lu�.,y Ln ENVIRONMENTAL QUALITY PRIOR TO THE START OF CONSTRUCTION,
BAR
16. STREET IMPROVEMENT PLANS SHALL INCLUDE SIGNAGE AND STRIPING. TRAFFIC
J,lrtrloll Ad LITTLE ROCK, ARKANSAS 72211 U
- --- ) 0
® NAVTEd SOURCE OF TITLE: DOCUMENT # 90-12831 ENGINEERING MUST APPROVE COMPLETED PLANS PRIOR TO CONSTRUCTION,
f BIRD COLD STORAGE PARTNERSHIP
C; 17. STREET NAME, WARRIOR DRIVE., HAS BEEN CLEARED FOR USE BY MAPPING AND
VICINITY MAP II
0) SCALE 1 "=4000' OTTER CREEK E :1 GRAPHICS WORKS.
W 18. A DRIVEWAY WILL BE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK.
0 UJ
INDUSTRIAL PARK
PROPOSED SEWER LINE 04
AREA 101 19, SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE 0
L T 6IR ir 0- W BY OWNER, FOR PROJECT. cli
LOT 10 Z 01 E III BOOK , PAGE 204 )UJO
REQUIREMENTS IN EFFECT AT THE TIME OF cli
0/ LOT 5 20, ALL CENTRAL ARKANSAS WATER
BOOK H, PAGE 353 r: �� n -C) REQUEST FOR WATER SERVICE MUST BE MET. A WATER MAIN EXTENSION WILL BOOK
8 BOOK 0 ^N - I t
I AKERS, EV RETT, STOUT, Lu u) E
LOT 9 BOOK,E� tno
AND S WYER, LLP 0 ANCO PROPERT11 S, INC.
BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY. A UTILITY
X01 PAGE 7 3 < 8
n," EASEMENT OF PUBLIC RIGHT-OF-WAY MUST BE PROVIDED FOR INSTALLATION
83 OTTER CREEK I BOOK F, PAGE 1 PAGE 812 112
FUND NO. 1, L LU z
/ LOT 7R AID WIFE, -SYL 1. LOT 4B OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD, 8
LC VIS, M. TAT 00
A G
BIRD A�D 8'E/AR BOOK E PHAS 1
BOOK C, PAG 419 • UJrn
"FOUND 1" `IRON PIPE WITH PAGE f�08-- t C
AN B
CO P
L
R 0
Op
T
E
4
OK C' PA
R
B
G 19
4
INC.
ESA
F I IRO PIPE
LO
S J
u H 1 REBAR I ENTERPI�,ISES, INC. / -f - 0
6501 A CE St U��l ITY, AND <
00
SW CORNER OF St 1/t NE 1; 4 1 1 \ . J
"1 0 1 ; I A 0 SECTION 9, T-1-$, R-13-W 1 1 r,' POWER LINE EASEMENT PE WILLIAM A. DUNKUM AND 0 z (�I\ y
DRAINAG S,�NENT 1 2 R AIR S (.5
0
DOCUMENT 87-01443 MARY G. DUNKUM FOUND V2 KLUAR
NORTH 0 L I& L
'10'E
0 0 TIE ALAWEST-AL, LLC U IT
NW NEW - NORTHEAST CORNER LOT 5 P R, S ILLC
-74 NE
N2*31�33"E 1,339.091 FOUND IRON PIPF- 50.2' NORTH OF 11" IRO PIPE 4A R PRO
SEl I DU T W
76 .92 0- 0 SECTION 9 ER CREEK INDU T A T-I-S, R-13-
. A -J
0
-7 Z54177 83'
f1
FOUND 2 UIU /4 IRO
R JC I -i
_ -_
PROPOSED- RRE HYDRANT" but<, K Uh 4 .... . E 1 4 NE)7
'1-S R� SE0 IN 9,13-W gi
WIDE DITCH vt qw, 3SEP,
2 SETPACK � i'l
60, ROW. S87-3 "1-04�. 2
N 1,115, 1 CC UTILITY INT 360-- IU LU 8
%
,,1260' .20 (0
CO)
W51
80' BUILDING
WITH 3.1 SIDE SLOPES 00
00 EAS1411E
(M (o
W,
Ir
C4
7.5 ACRES
�0 �,\�' \`.,\\\\. \`pn O
0
40' DRAINAGE AND Z/
\N' PHASE 2
<
00
UTILITY EASEMENT
z C)
SO' BUILDING SETBACK CIL
10.7 ACRES 0
L
i 0
J
In CY) 5(;� -SOUTH OF LAND LINE R/W
AS SHOWN ON A PRELIMINARY zt, -- 0
.)I;:; I � � ", X LLJ
14
GARNER DATED DULY 1986
A11(o PLAT MADE BY GARVER AND
00
in PROPOSED 8' WATER LINE <
FIRE HYDRANT 215ACRES
POND
U,
RES-
PROPOSED iL-Lii
_D -.7 AC LLJ
Lr)
K20' DRAINAGE•,::J Cf)
26': PLACE 31V RCP t -2 ZONE
-3 ZONE
�ASEMENT Jto
V UTLITY to
Ce) r� 1. --- I W
I.EASEMENT,
PROPOSED STORM DRAIN
001
. ..... Cr5
-HYDRANT
<
FORM FIRE
100.
(6 CERTIFICATE OF PRELIMINARY• - to Q) ENGINEERING ACCURACY Lu F
Y
E SE J
0 1, Walter H. Spaul, hereby certify that this plat WER�LIINE 0 U) z
bol
n
15' RIGHT OF WAY DI >
0 engineering requirements of the Little ROCK I
I'D
correctly represents a plot made by me, and that qj PER DOCUMENT #80�11 7132
o 0 DEDICATION U) LU
Subdivision Rules and Regulations have been
'P =539.22' 00 1
co plied with. 400:57'1 5!,W 491! R=350.00' / I I I (n <
Ln 1 .0 i I I IVA Inly D/RANAGE 0 Z 5
0 , 1 w unLrrY EASE 4 -- I -a4e I CZ
0 EASEMENT— z
7 :MEN/
144 v vrLrTy EASEMENT 3.67' - ----- - Cc
D AREA-0.8 AC-F-T---
EASEMIW -X, 0
Date of Execution Walter H. Spoulu -13 W
)o ,: 5 s \
Registered Engineer # 111,282 D -15.6 ES W
Ar onsas
DE DITCH W-11UTLITY EASEMENT -J
0 E CF8
0 a CERTIFICATE OF PRELIMINARY D 2'WI
WrrH &I SIDE,SLIOPES &ZFS
-45 lg'v
0 W
0 -t�'07'09"W 122.4
0 SURVEYING ACCURACY CRES so,.
0 57A ILL
11 1.90 ---F9UN-6- 4
(Af) 1 ll� �7- 0
0- 5. 11 - _POID
0 a boundary survey made or verified by me. That all surveying 1275.97'
0 1, Walter Spoul, hereby certify that this plot correctly represents'
\%X - - ------ ....... .
FOUND ANGLE
requirements of the State of Arkansas and City of Little Rock p IRON"
C)
it M
n compli with and 0)
Co W
CT 0 eK k - 0
C Subdivision Rules and Regulations have been
n. 1,% 7.6, ACRES
that it has been filed for re rdlas required. If - I
J.\
0
0
0
r WIDE DITCH > Date 0 Ex-ecution Walter SIP
WITH 34 SIDE SLOPES
Registered Professional20' DRAINAGEI \\� I I I % 11 .
X 10
>1 # 97 11PPLE MAG T
Land Surveyor
EASEMENT
C'� ter H. cu
c E 0 Su veyo Arkansas
< ol V, I A,
AND
TRUSTEf� OF THE
a) an_ A TRACK OF LAND BEING A PART OF THE NE 1/4, NE 1/4 AND THE SE 1/4, NE 1/4
THE NE 1/4, SE 1/4 LYING NORTHERLY OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY ALL 20' DRAINAGE, LAND DESCRIPTION 9 Ar IT I
Al
V6.1 EASEMENT COUNTY, MABELVALE WEST
> IN SECTION 9, TOWNSHIP I SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI C % CHURCH OFCHRIST,
-T � 1,,,MABELVALE, ARKANSAS
INDUSTRIAL PARK
0"-0 COMMENCING AT THE ONE CORNER OF SAID SECTION 9; THENCE S 02*29 to
DESCRIBED AS FOLLOWS: ALONG THE -J�
ARKANSAS, BEING MORE PARTICULARLY
_7 'Ir.,
PACIFIC
EAST LINE OF SECTION .. 9 TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF to Lo
'01" W 1277.5 FEET
I �r klink)
T) SECTION 9 S 022901 W 609.68 FEET TO NORTH RIGHT-OF-WAY LINE OF W III,
0 THE LITTLE IfO HO L DI 37RICT
0) S 56'3538"W, 1298.40 FEET TO THE
0
-OF-WAY --,,OF PULAS�1� CON RKA4SAS
RAILROAD; THENCE ALONG UNION PACIFIC RAILROAD RIGHT
> RIGHT, THENCE CONTINUING ALONG UNION PACIFIC
BEGINNING OF A TANGENT CURVE TO THE
RIGHT-OF-WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A CHORD BEARING AND
C)-0 NE 1/4, SE 1/4; THENCE N X
DISTANCE OF S 58'20-04" W, 317.48 FEET TO THE WEST LINE OF SAID \�.- 1� .
70
Ln < -0 SE At.;-rl I
0 02'31'19" E 118.43 FEET TO A FOUND 1" IRON PIPE WITH 1/2" REBAR AT THE SW CORNER OF SAID
Ln p a) 1/4, NE 1/4; THENCE N 02*31*33" E 1339.09 FEET TO A FOUND 1" IRON PIPE AT THE NW CORNER OF DA-36.7 ACRES
\0 PREm54 CIPS
0 20'DRAINAGE
0 SAID SE 1/4, NE 1/4,. THENCE N 02'31*33" E 1340.22 FEET ALONG THE WEST LINE OF SAID NE 1/4, NE
CN -( Q) \� X 1 222 CFS EASEMENT' M,ABE..L'VALE
E 745.45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 TO A FOUND ANGLE IRON AT THE NW
1/4 TO A FOUND 3/4" IRON PIPE AT THE NW CORNER OF SAID NE 1/4, NE 1/4; THENCE S 88*46'44" J,
W127597 FEET TO A - i I I CHURCH OF
-J CORNER OF THE MABELVALE MIDDLE SCHOOL rmvrtn 1 1;THENCE
1 :2 FOUND 1" ROD AT THE SW CORNER OF THE MABELVALE MIDDLE SCHOOL; THENCE 5 88*38'17" E 559.45
I FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 54.279 ACRES (2,364,414 S. F.).
-c!
Lo
>10 Ln
LO 0
FOUND 1/2" REBAR
o Ln EAST 1/4 CORNER SECTION 9
%
0
0
T-1-S, R-13-W
0
-C F
3 - X
L-
19O'DRAINAGE CH RI ST
EASEMENT V 9i
0
S2*29 o i POINT OF BEGINNING S2*29'O1"W 0 0
`1277.50 LANIN NG�OMN
------- :11TTIF ROCK
APPROVED SUBJECT TO THE COND- S
------- -- ----- 2684.81FUTURE RIGHT ---OF VA --OF--S N
OUTH'WOOp
MiNIft CORD DATED POINT OF COMMENCEMENT ..---.---
7ONfIE -1-2- FOUND -11/f' REBAR NORTHEAST
RANIS/OTTER CREEK -PROPERTIES CORNER SECTION 9,.T-1-S,
DATE:
LIMITED PARTNERSHIP
Job No. 05-911771
Dote: NOV. 23, 2005
Designed by. WHS
Drawn by. BW8
Sheet Number