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LOT 1 w • R-- 200.00' T G i/ i Zq6� C-3_
ZONINir� , r
OTTER CREEK PLAZA L= 36.47' I /
ADDITION ' C6= N 85° 36' 07" W , '4 LOT 2 LOT
GREEN PLAZA I /
C-3 ZONING C= 36.42' } l L —C-3 ZONING OTTER CREEK PLAZA I 3�
ADDITION ADDITION
VICINITY MAP
Certificate of Preliminary Plat Approval
All r*Owif4raent. of the LROe Rod* Sob4LM.; n
R.I.e end RgWotione 16*1i- to Iha preparation
an
d we 01 of a preliminary plat having been
fulfilled, approval of this plat Is hereby
granted, subject to further provisions of said
Rules and Regulations.
This certi0cate shall e>pire
Certificate of Preliminary Engineering Accuracy
I hereby certify that this plot rep —en is
a
plan made by me; and that It meets all the
engineering requirements of the Little Rock
Subdivision Rules and Regulations.
Date: Thomas R Pownall PE 11643
Preliminary Land Surveying Certificate
i IrHeOjr certify that this plot reprreente a
sW>ry .de by Thomas Engineering Company,
dAd thaT all monuments shown h—la actually
,,let and their location. size. type and m.Le, OI
are correctly shown.
Date: a mton: Date: John R. Po -all RLS 1215
Little Rock Planning Commission
SHOWS 1/4• PIPE WITH CAP PLS 1215
SHOWS FOUND COTTON PICKER SPINDLE
LEGAL DESCTIPITON
A TRACT OF LAND LYING IN THE Sl/2 OF SECTION 5, TOWNSHIP 1
SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1 OTTER CREEK
PLAZA ADDITION AND ALSO BEING ON THE EASTERLY RIGHT OF WAY
ONE OF ARKANSAS STATE HIGHWAY 5;
THENCE N 15' 34' 08' E ALONG SAID EASTERLY RIGHT OF WAY UNE
FOR 139.27 FEET;
THENCE N 89' 03' 25- E FOR 184,95 FEET;
THENCECES 00. 56' 35-E FOR 16500 FEET TO THE CENTER LINE OF A
40' ACSS EASEMENT;
THENCE ALONG SAID CENTER ONE THE FOLLOWING CALLS;
S 89' 08' 26' W FOR 37.37 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 200.00 FEET;
ALONG SAID CURVE BY A CHORD BEARING N 85' 38' 07- W FOR 36,42
FEET;
N BO' 24' 40' W FOR 153,48 FEET TO THE POINT OF BEGINNING,
CONTAINING 31.728 SO FT. OR 0.728 ACRES MORE OR LESS.
,�{NERAL NOTES
I, 01 S SNONN ON CURVES ARE CHORD DISTANCES
ITHISIS PROPERTY IS ZONED C—]
THIS PLAT IS NOT IN THE 018 YEAR FLOOD PLAIN AS PER FLOOD
INSURANCE RATE MAP No. OSO1 B1 0441 G, DATED JDLY 6, 2015
4 BASIS OF BEARINGS: PAGIS
5, LOT 4 CONTAINS 31.728 SF OR Q728 ACRES, MORE OR LESS
PRELIMINARY PLAT OF
LOT 4. OTTER CREEK PLAZA ADDITION
IN
THE CITY OF LITTLE ROCK
AND IIV THE S I%L SECT ION 5
T-1-S R-13-W
PULASKI COUNTY, ARKANSAS
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PROFESSIONAL
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OWNER & SUBDIVIDER:
WAFFLE HOUSE, INC
GRAPHIC SCALE
5986 FINANCIAL DRIVE
NORCROSS. GA 30071
( IN FEET )
1 inch = 90 IL
V
PRELIMINARY PLAT OF
TY
��THOMAS LOT 4, OTTER CREEK PLAZA ADDITION
PULASI 1 J/fr� ENGINEERING LITTLE ROCK,
ARKANSAS
{Q/0i�► J COMPANY LITTLE ROCK, ARKANSAS
lie APPROVED DRAWN BY GATE SHEET NO
/! ��. 9810 IAOKOIR ROAD, N, lA7TLE ROCK. AR 72116 AeGH an7n9 1
(/�SCALE
TEL: 501-759-4489 FAX 501-753-6614 1•=30'
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INSTR. #2004012963 I
I / 1 N 89' 03' 25' C 184.95'
75.73. WHEEL STOP (TYP)
DETENTION
vs l N �a'•Ts°AS�w rrgT TR.s
gI g EASEMENT
[� 1 Tg �'°�wawelrrir..xTn�� fF.E.x2.a �I
a
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1 I 20' WATER LIKE T. ¢q L_
IT C7
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11 fI f f f / F� T ry ASPHALT PAVEMENT `` wp �►
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40 AOO s
f fI If /l HICRAMP (TYP)` 0 CCESS EASSEMENT & gU+LD7NG LINE
ASPHALT
LEGEND
SHOWS CONCRETE SIDEWALK
SHOWS STANDARD DUTY CONCRETE PAVEMENT
SHOWS STANDARD ASPHALT PAVEMENT
® SHOWS HEAVY DUTY ASPHALT PAVEMENT
NEW 10' SEWER
EASEMENT
�CRETE / N S
INSTR. 2004087974 '���gRpFE3SfpN�i��y
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LOT 1
OTTER CREEK PLAZA
ADDITION
AATfAM$IS sure tAd' IIEOu6tE5 TISAT TPI[ erflnAVATDR
wmTias`O�Pnw+N'w' u�aprol�EAca"m�s¢u°cs
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DAn pftm rQ acmATM TO W+AME rW A Dn'Tu G
If9L M CAN GC LOGI[D
C= 1a- 28' S4"
—— -- — — —
T=18.29'
—
�iluuiu•x•nlHr
R= 200.00'
L=3s.ar
i
PRELIMINARY - NOT FOR CONSTRUCTION,•�F'A"rs
C8= N 85' 38' 07" W
x
C= 36.42'
LOT 2
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II
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OTTER CREEK PLAZA
OWNER:
a=ate Ca
ADDITION
WAFFLE HOUSE, INC
5966 FINANCIAL DRIVE, NORCROSS,
ml94
•�7f7LA115R°
1
GA 30071
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REGULAR 27 SPACES
n•pufiMrn mn
ACCEDE 2 SPACES
TOTAL 29 SPACES
GRAPHIC SCALE
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( Di FEET )
1 Inch = 2D IL
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IN DETENTION BASIN
+ 11
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WAge,AS $LATE LAW FMINAES-TIW TN ()LtA+AIOR
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■SAS rAl( AgYAISAS UNDEF4RDIR4 FACUTIIS 0AuwZ
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$Y51W msm# iTom LEAST As oN1 mL
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DATE rluoa f0 E%GWQI101'! ro 1161C� nwT ATIT' Dz6
LmuTIES cw At LoCATm.
GRATE IIIIE�
HOP-799.i
FL-29fi.'JFT
LOT 1
OTTER CREEK PLAZA
ADDITION
INSTALL lV' FE.S
FROM END OF 2'
EXISTING PIPE
FL 296.6
1
T
-
I
301.
• "YTr.y �
34.28'
R
A U
r cuRa INLLv co
FL?H7.5 � 1
30
CONST1UCT 7 VADE
CONCRETE FLUME 300.83
CONSTRUCT JUNCTION BOX \ 'T0r-
ON EXISTING 18" LINE
FL 296.49t
LEGEND
X 100.00 SHOWS SPOT ELEVATION IN GUTTER OF EXISTING CURB
• 100.0 SHOWS SPOT ELEVATION ON PROPOSED SURFACE
NOTE: SPOT ELEVATIONS FINISHED GRADE UNLESS OTHERWISE SHOWN -
6' filN jpINLET
�93.22
rj 29717LNKE
ASPHALT
B" RCP
OF BERM
P. 29° 5
I PROVIDE 4'VNDE OPENING IN CURB
FOR DRAINAGE AND RIP RAP SLOPE
I �
EXCAVATE TAIL OlTCH
TO GRAIN NEW PIPE +
l
90 LF 18" RCP S -
3pO.�r 3p0.,7a JOO.32`
1 FkL 02
ONSTRUCT JUNCTION BOX]
i
ASPHALT
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GRAPHIC SCALE
m a w
( IN FEET )
1 Inch = 20 It
GRADING PLAN
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASES OF THIS PROJECT- THE: CONTRACTOR WALL HE HELD SOLELY RESPONSIBLE
FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
2. WARRANTaISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME HOWEVER, NEITHER THOMAS
ENGINEERING COMPANY, HNC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE
DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE
THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL
CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.
3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
DUTY OF THE ENGINEER OR DWNER TO CONDUCT CONSTRUCTION REVIEW OF 'DIE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE
CONSTRUCTION SITE
4, ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY
CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND. WHERE POSSkBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE V'nWTY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES- iT
SHALL BE THE RESPON98JTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES MICH CONFLICT PATH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
5- SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS,
6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF CDIAPLETED
STRUCTURES. TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE
SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL
AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL
TOPSOIL AND CONCRETE STRUCTURES TQ FINISHED GRADE AS INDICATED ON THIS
SHEET-
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE
8. THE GENERAL CONTRACTOR SHALL FURNISH "AS —BUILT" DRAWINGS AT END OF
PROJECT.
9. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE
BACK FILLED WITH CRUSHED STONE.
10. PLACE A 6" MINIMUM DEPTH OF TOPSOIL OVER ALL LAWN AND LANDSCAPE
AREAS.
11. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF SOD AND SEEDING AREAS.
12- PROVIDE TEMPORARY SEEDING AND EROSION CONTROL PER STATE AND LOCAL
CODES.
PRELIMINARY - NOT FOR CONSTRUCTION $aGP�. a.......
_' iz : THOMAS : Y
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SIGNAGE EASEMENT —
1 INSTR. #200401296.3
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r 1 r WC RAMP(TYP)~ c AN� & ��rLOINC LINE
TE
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LOT 1
OTTER CREEK PLAZA
ADDITION
ARIWMM STATE L M REOUIRO THAT TkE C><C/ WOR
1$ TO WCATE ALL E MMG UTP7M N ACCOAIWKt
"Tn TK ARNAiWu ubOERMLOM rACRIIIC3 DAUALE
iAtOD M ACf, TAS LAM REWOM 11W THE TKA'rArO
&LIKE A TO-V N 1Y CALL TO THL WKA1r`+A'+ WI C&L
$ry$TE# AT I-WQ-40-009 AT LEAW TWO wO G
OAVS Mak TE ECCAVAT4K TO Oes nWT W EISTL40
URLim C- PE LOCJ,TEP.
PARiaN
REGULAR �27 SPACES
ACCESSIBLE 2 SPACES
TOTAL 29 SPACES
ASPHALT
NEW 10' SEWER
EASEMENT —
— — — — — —
1INSTR. 004087973
NSTR. 2004087974
1NSTR. 004089584
40' ACCESS
EASEM
S 99.Os' 26' W
37.37'
ASPHALT
0
❑= 10' 26' 54" —
T=18.29'
R= 200.00' 6
L= 36.47'
CB= N 85" 38' 07" W 1
C= 36.42' LOT 2
II OTTER CREEK PLAZA
ADDITION
GRAPHIC SCALE
( IN F )
1 Inch = . EL
LEGEND
SHOWS CONCRETE SIDEWALK
SHOWS STANDARD DUTY CONCRETE PAVEMENT
SHOWS STANDARD ASPHALT PAVEMENT
®
SHOWS HEAVY DUTY ASPHALT PAVEMENT
�����p1F�ss1p� +lair
.'ARSTATE OP
z W pio WO. 1235
I s S
to
C =
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Ullllllllury N-
PRELIMINARY -NOT FOR CONSTRUCTION
g`�pi�;,••••'•••.•ryp
= -y:
=K.kca
OWNER:
a w: o'
WAFFLE HOUSE, INC
z = 2
5986 FINANCIAL DRIVE, NORCROSS,
�'•, No.94 '
GA 30071
�''rrylumnnM�^'�R`
33.0'
BILLBOARD SIGN
`•�JG,$1•
BLatann9rlNr. F.Fe .o
Sy 3W. 4 9
�k j<
i
RELOCATE Tb'FES
70 ENO OF PIPE
r 1 IN DFFENTIdtt BASIN
! 30l_
cGNBTRu
C7NCRE7E FLUME
CONSTRVCT JUNCTION BOX
ON EXISTING 18" LINE
FL 2909t
' GRAWW
TE 11A1:T .
!FL.
iwio
LOT 1
OTTER CREEK PLAZA
ADDITION
LEGEND
'Rr
jjj///'''��� X 100.00 SHOWS SPOT ELEVATION IN GUTTER OF EXISTING CURB
100.0 SHOWS SPOT ELEVATION ON PROPOSED SURFACE
gy NOTE: SPOT ELEVATIONS FINISHED GRADE UNLESS OTHERWISE SHOWN.
WC
AWUT4.H5 SiAIE LAM f�p{RVS'T}1eI dE Lx�jWAfOR
IS. TO HOAR[ AIL EN *W VOkQ F C TITS MUZE
MIN THE ARk.V✓r.A4 IR OUM IACyJ1rE5 GWZQR
=FAA T%2 V 111E CML J1bw!'�S CNE CN�L
WORPMa
� PFXQ i0 OM TO INSUREAt �T149� CQSPC
UnUnES CM IIC WGTM
CONCRETE
DRIVE
LSTALL 1 M F ES
FROM FIAQ OF 298
T705T1NG PIPE � Y _�
PL 2C8.8 ♦ � --
ma
BE
TOP OF BERM
ELEV. 298.5
K Ff}i - -
II a
ASPHALT II m'
18' RCP
0
4' WIDE OPENING IN CURB
kAGE ANO RiP RAP SLOPE —
J
\ EXCAVATE TAIL OITCH .
4 TO ORAIN NEW PIPE
NSTIRUCT CURB INLFuqu II4T ILL
_
rdp
90 LF 1B' FRCP $ -
300•83 3p0• 3W.3�
CONSTRUCT
ASPHALT
aoM i
GRAPHIC SCALE
Ie w ao a p
( IN FEET
1 Inch = 20 fL
GRADING PLAN
GENERAL NOTES
1- THE GENERAL CONTRACTOR SHAH TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASES OF THIS PROJECT. THE CONTRACTOR WALL 8£ HELD SOLELY RESPONSIBLE
FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
2, WARRANTY/DISCLAIMER, THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME, HOWEVER. NEITHER THOMAS
ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE
DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE
THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL
CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.
3, SAFETY NOTICE To CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING SAFETY .OF ALL
PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THUS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE
DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION RENEW OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE
CONSTRUCTION SITE
4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY
CAUTIONED THAT THE LOCATION AND/OR ELEVADW OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED OH RECORDS OF THE VARIOUS UTILITY
COMPANIES AND. WERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD, THE
INFORMATION IS NOT TO BE RELIEO ON AS BEING EXACT OR COMPLETE, THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXIS11NG
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOW ON TINE
PLANS.
5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS.
6- FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED
STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE
SHOWN. FOR ROUGH GRADING. CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL
'AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL
TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS
SHEET.
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
8. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF
PROJECT.
9, ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE
BACK FILLED WITH CRUSHED STONE.
10. PLACE A 6" MINIMUM DEPTH OF TOPSOIL OVER ALL LAWN AND LANDSCAPE
AREAS.
11, REFER TO LANDSCAPE PLAN FOR PERMANENT TURF SOD AND SEEDING AREAS.
12. PROVIDE TEMPORARY SEEDING AND EROSION CONTROL PER STATE AND LOCAL
CODES.
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LOT 3
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C-3 ZONING C= 36.42' \ l ` —Cr3 ZONING OTTER CREEK PLAZA
— ADDITION ADDITION
VICINITY MAP
LEGEND
SHOWS 1/4- PIPE WITH CAP PLS 1215
SHOWS FOUND COTTON PICKER SPINDLE
LEGAL DESCTIPITON
A TRACT OF LAND LYING IN THE S1/2 OF SECTION 5, TOWNSHIP 1
SOUTH, RANCE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1 OTTER CREEK
PLAZA ADDITION AND ALSO BEING ON THE EASTERLY RIGHT OF WAY
LINE OF ARKANSAS STATE HIGHWAY 5;
THENCE N 15' 34' 00' E ALONG SAID EASTERLY RIGHT OF WAY UNE
FOR 139,27 FEET;
THENCE N 09' 03' 25' E FOR 18495 FEET;
THENCE S 00' 56' 35' E FOR 165.00 FEET TO THE CENTER LINE OF A
40' ACCESS EASEMENT;
THENCE ALONG SAID CENTER LINE THE FOLLOWING CALLS;
S 89' 08' 26- W FOR 37.37 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 20GOO FEET;
ALONG SAID CURVE BY A CHORD BEARING N 85- 38' 07' W FOR 36-42
FEET.
N 80' 24' 40' W FOR 15148 FEET TO THE POINT OF BEGINNING,
CONTAINING 31.728 SQL FT. OR 0.729 ACRES MORE OR LESS
GENERAL ll_
1. DISTm= SHIM ON CURVES ARE CHORD DISTANCES
2. THIS PROPERTY IS ZONED C-3.
3. THIS PLAT IS NOT IN THE 10 YEAR FLOOD PLAIN AS PER FLOOD
INSURANCE RATE MAP No. 050181 0441G, DATED JULY 6. 2015
4 BASIS OF BEARINGS: PAGIS
5 LOT 4 CONTAINS 31,728 SF OR 072E ACRES, MORE OR LESS
PRELIMINARY PLAT OF
OTTER CREEK PLAZA ADDITION
IN
THE CITY OF LITTLE ROCK
AND IN THE S1/2 SECTION 5
T-1-S R-13-W
PULASKI COUNTY, ARKANSAS
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M40MAS � � 5 REGISTERED
Certificate of Preliminary Engineering Accuracy
rep-1.
yw? •flit/rrr�rf III�I55U�n\+'+t'� wt'ryh = i�O3;o_� yPROFESSIONALIln aea4urentnolgtAa pt re leENGINEER
pamwbredt I%B4•• lr1
WtNeRoak ...... No 1163
and R4aUene, y AK '
11116
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Date: Thomas R. Pawnall PE 11643 OWNER & SUBDIVIDER:
Certificate of Preliminary Plat Approval WAFFLE HOUSE, INC GRAPHIC SCALE
All requirements of the Little Rock Subdivision 5986 FINANCIAL DRIVE ,sa
Rules and Regulations relative to the preparation Preliminary Land Surveying Certificate NORCROSS. GA 30071
and submittal of a preliminary plat having been
W4flled, approval of this plat I. hereby I he *y cerdfr Thal Ihle plat repr4Nr it a
q enlee, subject to further provisions of said turxey made Ey 11 EngineeMg Company,
Rules and Regulations, and " all eleryylwll4 shown harMl eetually I QI FEET
This certificate shall are
and their location, size, type and material 1 inch = 30 rL
expire e correctly shown
Date: Chairman: Date: John R Pownall RLS 1215 ,�I COf Ltd PRELIMINARY PLAT OF
LiUj, Rock Planning Commission ( I
THOMAS LOT 4, OTTER CREEK PLAZA ADDITION
Il
ENGINEERING PULASKI COUNTY
LITTLLEE ROCK. ARKANSAS
COMPANY
r j APPROVED DRANK BY DATE SHEET NO
Y�•�� • �V�\71�• 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR 72118 M� 4n 7ng 1
11CALE
TEL: 501-753-4463 FAX: 501-753-6814 1•=30'
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1 SHOWS 1/4- PIPE WITH CAP PLS 1215
SHOWS FOUND COTTON PICKER SPINDLE
1 LEGAL DESCTIPITON
A TRACT OF LAND LYING IN THE S1/2 OF SECTION 5, TOWNSHIP I
SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1 OTTER CREEK
PLAZA ADDITION AND ALSO BEING ON THE EASTERLY RIGHT OF WAY
LINE OF ARKANSAS STATE HIGHWAY 5:
THENCE N 15. 34' 08' E ALONG SAID EASTERLY RIGHT OF WAY UNE
FOR 139-27 FEET;
f 00 THENCE N 89' 03' 25' E FOR 184.95 FEET;
WA1 THENCE S 00' 56' 35' E FOR 16500 FEET TO THE CENTER LINE OF A
40' ACCESS EASEMENT;
l THENCE ALONG SAID CENTER LINE THE FOLLOWING CALLS;
S 89' 08' 26- W FOR 37.37 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 200.00 FEET;
ALONG SAID CURVE BY A CHORD BEARING N 85- 38' 07- W FOR 36.42
FEET;
OUTLET N 80. 24' 40' W FOR 15348 FEET TO THE POINT OF BEGINNING,
DEVELOPMENT LLC CONTAINING 31,728 SO. FT. OR .128 ACRES MORE OR LESS
qS41f
CIO ! j / zp + �f l , I �d If R 1 ` �6� �� I ; ' i
_ r j ✓�' 2O' WATER LINE ESrIT._y0 f ! ! /r - - _ L Hn'IFr xNe Mi 1 1 ` R f / A IdT YEAR
1�T 1HSTR. �95-27130 -� . • 4o.m r J / f r \ \ r FLOW 20NC
.29s- _ _ _ L _ t - 1 , 1 , • i SCNiD FKOIA
j1! f�7� jY r-1 LOT 3 ZONING
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LOT 1
OTTER CRIED( PLAZA
ADDITION
C-3 ZONING
SITE
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VICINITY MAP
GENERALD1rs N
I.
DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
2 THIS PROPERTY IS ZONED C-3.
3. THIS PLAT IS NOT IN THE 100 YEAR FLOOD PLAIN AS PER FLOOD
INSURANCE RATE MAP No 050181 0441G, DATED JULY 6, 2015
4. BASIS OF BEARINGS: PAGIS
S LOT 4 CONTAINS 31,728 SF OR Q728 ACRES, MORE OR LESS
3r.3r ASPHALT\� \\ �— �° ' ' PRELIMINARY PLAT OF
T-18.29' yP / / E— y- — ' -297
'.R= 200.00' a / T I J0 y`•r� C-3 20NIN%, � -- , LOT 4, OTTER CREEK PLAZA ADDITION
L- 36.47'
J CB= N 85° 38' 07" W �� ^' LOT 2 LOT 3 I I N
C= 36.42' l L =`t -C-3 ZONING OTTER CREEK PLAZA ANION PLAZA 1
ADDITIoti O, / THE CITY OF LITTLE ROCK
AND IN THE S1/2 SECTION 5
' T-1-S R-13-W
PULASKI COUNTY, ARKANSAS
+■■■1n511tnlrl�p■A ' w,a+11OF
ti �F...... 9 'I,0 AU. S
�
p BTAK OP'ti�er 4Lp:' AS
ti t.F S KAfe A�SiL4 G _ ' N c ...
Certificate of Preliminary Engineering Accuracy z = = w'�pp = ? REGISTERED
I haeey evilly Mal uas wee rwpreunl, a PROFESSIONAL
Plan mode by mw.. and met II mats allthe p No. - ENGINEER
4Agieesalq rpgau nM11 of U. Li
ttle Rock I T `~•3. pNe H • '..
SLbaldelon Rule. end Reguldtlone. ,!�!!Ay ,,■���`• n 4R1fAH5a5. as+" :�P Na-11643
�hrrrfnu1s11�Y ar,"mnr,uw"tag• "ay,� Rw N,,ae
Date: Thomas R. Pownall PE 11643 OWNER & SUBDIVIDER:
Certificate of Preliminary Plat Approwl WAFFLE HOUSE, INC GRAPHIC SCALE
All reguv,rnente of the Tune Rocs 5ubel»sion 5986 FINANCIAL DRIVE w
Rules and Regulation, rclatiw 10 the preparation Preliminary Land Surveying Certificate NORCROSS• GA 30071
and sybmlltd of a pre" mq plot NavNq been
AA6ned, oW.-I of this plat is hereby I t-dity artily Ina! ql4 plat fepreMdte a
Ruesd R gulationgrther provi,ions of ,aid b,,.,wy made by 11v,mas Engtn..-n Company,
an and n+a1 all nronummlf sham herbs atually FAT
,non a` t and
d their locution, size. type and matcr:al 1 Inch = 30 lit.This certificate expire e correctly shown. f
Date: Chairman: Date: Jahn R Pownall RLS 1215 (- r` PRELIMINARY PLAT OF
Little Rock Planning Commission
/ c THOMAS LOT 4, OTTER CREEK PLAZA ADDITION
bl d � ! 1 ENGINEERING LE ROCK,
PULASKI COUNTY
t CaA-COMPANYLITTLE ROCK, ARKANSAS
APPROVED DRAWN BY DATE SHEET NO
3810 LOOKOUT ROAD, N. APPLE ROCK, AR 72116 MGH VITT 1
LE
TEL: 501-753-4463 FAX 501-753-BB14 1C-A 30'
5,�353.