HomeMy WebLinkAboutS-1715-D MapID-�
0 25' 50, 100,
SCALE: I" = 50'
GENERAL NOTES:
1, ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR
UTILITIES AS NOTED. NO OBSTRUCTIONS AND/OR ENCROACHMENTS ARE
ALLOWED WITHIN DRAINAGE EASEMENT
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE.
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
4. ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE
STREET RIGHT-OF-WAY,
5. ALL LOTS HAVE F SIDE SETBACKS.
6. LOTS # 26-29 HAVE REAR SETBACK OF 15' AGAINST GREENSPACE.
7. TRACT 5B IS A PROTECTED GREENBELT AREAS EXCEPT FOR
ACCESS/UTILITY EASEMENTS AS NOTED.
8. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR
ELEVATION V ABOVE BASE FLOOD ELEVATION.
9. LOTS 26-29 HAVE 15' FRONT SETBACKS.
10. ALL LOT CORNERS SET WITH }" REBAR AND CAPPED PIS 1401.
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITY
SOURCE OF NATURAL GAS. CENTERPOINT ENERGY
SOURCE OF POWER: ENTERGY, ARKANSAS
FLOOD STATEMENT
BY GRAPHIC PLOTTING, ACCORDING TO FEMA FIRM #05119CO316G &
#05119C0312G, DATED JULY6, 2015, A PORTION OF THIS PROPERTY LIES IN ZONE
AE, WHICH HAS BEEN DETERMINED TO BE WITHIN A SPECIAL FLOOD HAZARD
AREA.
BASE FLOOD ELEV FROM LOMR-18-06-0091P
GREENSPACE
F--=
APPROX FLOOD PLAIN
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FLOODWAY
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VICINITY MAP
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RIGHT-OFWAY
OVERHEAD UTILITIES
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POWER/UGHT POLE
(M)
MEASURED
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY
THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL
PROJECT LOCATION ESTATE IN ACCORDANCE WITH THIS
PLAT. �
DATE OF EXECUTION (/L_ SIGNED16e
NAME �KTdA ld^ FICLO
ADDRESS ♦♦` 9T pTF ���,' A/.QOCZ4268F
4-44A 7ZZZ3
♦� ARKA S SOURCE OF TITLE: INSTRUMENTNo.2014062255 �jR: iaa,Jc41 r7C OZVELaPMEutT
.K
GISTERED : CERTIFICATE OF ENGINEERING ACCURACY
�`. PROFESSIONAL % I RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT
_ ENGINEER ��
_ ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
,r, No.7 30.t,; ♦ COMPLIED WITH.
''i'Ar, NO Vk G1♦♦♦ DATE OF EXECUTION G a5 SIGNED '
``\V1�It1cAAhI7q,• RAYMOND KEY, PROFESSIONA ENGINEER
No. 7730 ARKANSAS _
STATE OF
.`' ARKANSAS '' '�
CERTIFICATE OF SURVEYING ACCURACY
NO 4 1 0=
1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
-O 7C: slcx TURF =
MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN
HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISIOV RULES AND
%IbA pND
REGULATIONS HAVE BEEN COMPLIED WITH.
4L
LA �`��`
�� �qunUutt I
DATE OF EXECUTION: NAME:
RAYMOND ICKEY,
PROFESSIONAL LAND SURVEYOR
IREG/g
No. 1401 ARKANSAS
'��,
i
CERTIFICATE OF FINAL APPROVAL
CENTRAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF
ARKANSAS - _
APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY
ENGINEERING =
'
EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
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Parcel Table
Parcel =
Area
LOT 26
10851.36
LOT 27
12591.44
LOT 28
8648.59
LOT 29
12372.33
PH 2B
83656.11
TRACT 5B
39192.39
Point Table
NorthingF118O616.33
Description
171125.71
SET CR4
[163
171599.20
SET PK
171832.25
SET CR4
171604.34
SET PK
176
171341.61
11BD446.00
SET PK
177
17202331
1180389.87
SET PK
223
171132.66
118D240.83
Ind P6
217
17112633
IIW551.52
Ind r4
179
171132.18
1180221.56
SET CR4
17B
171611.58
1180236.00
SET CR4
180
171949.83
1180612.68
SET CR4
CURVE #
ARC LENGTH
RADIUS
DELTA CHORD BEARING
CHORD DISTANCE
C22
35.95'
50.00'
41.200
N70017'53"E
35.18'
C21
36.39'
WIN'
41.700
N68015'08"W
35.59'
C24
42.11'
50.00'
48.250
N23016'32"W
40.87'
C23
6.55'
50.00'
1 7.51°
N04°36'15"E
6.55'
(P) PER PLAT ''gr�AISHn0,�`````p
SIGNED, L.R. PLANNING COMMISSION
� 1.92 AC SE j SW SEC 18, T-2-N, R-13-W
(D) PER DEED
- - - BUILDING SETBACK LINE DATE Of EXECUTION
STATE CODE 500-02N-13W-0-18-320-60-1401
- - - - - UTILITY EASEMENT
LEGAL DESCRIPTION
A PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER, SECTION 18, T-2-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
ra YY V q2018036330 PARTICULARLY DESCRIBED AS FOLLOWS:
AST ESIDE OF ALL 24' ROADWAY STREETS IS TO BE RESTRICTED NO PARKINGf1I�'pl��l�I'e q� COMMENCING AT AFOUND %:" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE Y., SW Y SECTION 18, T-2-N, R-13-W; THENCE N
9L pn18�C935 PM uumUb,
J PM RECOROEO 3s-" - �� CI RC�i,, 87040'51" W A DISTANCE OF 331AT TO A FOUND CHISELED "X" IN CONCRETE: THENCE N 87°57'00" W A DISTANCE OF 159.57' TO A
cResEr+Teo '�- •`°" Clerk c` '� ! ''s FOUND K" REBAR; THENCE N 88°38'31" W A DISTANCE OF 148.96' TO A SET CR4; THENCE N 01°46'46" E A DISTANCE OF 706.88' TO A SET
Crane CircuiVCounty ` • �,•,;
OWNER $ DEVELOPER: n p>fc al Rewrds of Larry - • �O CR4; THENCE N 01°46'42" W A DISTANCE OF 117.63' TO A POINT SAID POINT BEING THE POINT OF BEGINNING; THENCE N 88°29'43" WA
AR FEE $15.00 = c G = DISTANCE OF 137.40' TO A SET CR4 AND A CURVE TO THE LEFT; THENCE ALONG SAID CURVE WITH A LENGTH OF 39.14% RADIUS OF 100.0',
ISON CREEK DEVELOPMENT LLC pUI pSKI CO ff ' • AND A CHORD BEARING OF N 30'25'27" W, DISTANCE OF 38.89' TO A POINT; THENCE N 41°38'11" W A DISTANCE OF 17.23' TO A CURVE
P.O. BOX 242689 LITTLE ROCK, ��.LL- q \D G = TO THE RIGHT, THENCE ALONG SAID CURVE WITH A LENGTH OF 17.45', RADIUS OF 20.0', AND A CHORD BEARING OF N 16°38'20" W
ARKANSAS 72223 S a+ a��SU30 a f ' `�\\
�. �} 2 : DISTANCE OF 16.90' TO A CURVE TO THE LEFT; THENCE ALONG SAID CURVE WITH A LENGTH OF 121.0', RADIUS OF 50.0', AND A CHORD
BEARING OF N 60°58'15" W DISTANCE OF 93.56' TO A SET CR4; THENCE N 40°1622" W A DISTANCE OF 161.31' TO A SET CR4; THENCE N
ZONED R-2 �� �DUNrt. 01°43'30" E A DISTANCE OF 232.46' TO A POINT; THENCE S 32°45'08" E A DISTANCE OF 63.54' TO POINT; THENCE 5 61°32'38" E A DISTANCE
gmun,po
- - - - OF 53.66' TO A POINT; THENCE S 49°38'36" E A DISTANCE OF 53.37' TO A POINT; THENCE S 86-22-25" E A DISTANCE OF 40.00 TO A POINT;
THENCE S 42°58'32" E A DISTANCE OF 272.21' TO A POINT; THENCE S 01°46'42" E A DISTANCE OF 151.86' TO THE POINT OF BEGINNING
IOMER 8/ JEAN hUGHES FA __
CONTAINING 83,656.11 SQ. FT. OR 1.92 ACRES MORE OR LESS.
REVOCABLE TRUST ZONED R2
EXHIBIT "All
LOTS 26-29
TRACT 56
-- - - - --- 454.6 N01043'30"E 232.46'
RESERVED FOR FUTURE RESERVED FOR FUTURE ins 637 UTILITY EASEMENT.
10'
DEVELOPMENT DEVELOPMENT IN 1I
II I$ LOT 3001
-- --- -- - - _- -- - - --- - N 0 15'SETBACK&
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- -- - -- BUFFER �_--- 6o.o - sot°34's0"w-60.00' so0°36 6e 6oR91' sco°51'09"E-6,0.W Sol°38'1R'E.s0.79' a LOT31 - UTILITY S61°32'38"E 53.66' Q
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49.2 SOI=-111,02M 11.3.83 �� 0 SUl 4702 W 80.8G c ,..,_ _ __ u0,uu �+
- L=12100, R 50.00
/ / MINIMUM FINISH
b o 10' UTILITY EASEMENT -I _ - m CRD LENGTH = 93.56 / FLOOR ELEV = 278 0'
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-- - - --91
-
LOT 42
_ - - t- - __ l --- -- I o CRD BRG = N60 5815'W LOT 29 ^; r. V J (� N Z
Ima," A=138.6583 r 1? r (9
LOT 41 - J W al h o h� �'� o S49°38'36"E - 53,37' J N '
<I LOT 40 o L=17.45, R=20 00 F v
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25' SETBACK o LOT 39 LOT 38 m LOT 37 LOT 36 ni LOT 35 7
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'�N I CRD BRG = N16°38'20"W � c"o 1,104012431- 134s7" a _
- ml Q' M n a m A=49.9948 o r ° W Q I-
z �' o o S86 22 25 E 40.00 y�' F o H (0
L-39.14, R=100 00 MINIMUM�� FLOOR ELEV 278.0' N z � Q LL Q -
--- - - I_ _ -_ LL U
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- CRD LENGTH = 38.-W -�/
Q' I
15' Un1ITY EASEMENT TYP. - -- 2" 15 mlm EASEMENT YP. CRD BRG = N30°25'27' Cr- Ci D < Z
3.0 5° (y° LOT 28 / A° y y�' 1 Q rn O-j W
43.7 . - 60.0 6, I - / `L� . 60.0 i -. 643 _ A=22.4249 C23 - ' J W _ r0 O'
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- - -- - --- - - -TUPELO COURT- / Q z 0 n (n
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10' UTILITY EASEMENT
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LOT
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N88038'31"W-148,96&D,
REBAR --
N87°57'00"W-159.57' I
CHISELED "X POC z' REBAR
SOUTHEAST CORNER
N 87-40-51" W 331.43 SE 1/4 SW 114
SECTION 18 T-2-N, R-13-W
MINIMUM FINISH
-.. I o FLOOR ELEV = 278.0
IS'UTILTTYEASENENI P. ao 60.0 N41°38'll"W�17,23' 3 L0T27
43.6 60.0
o 1�EASEMENT TYP.
z MINIMUM FINISH I F /
- c - 2fi W T �- 00 FLOOR ELEV = 278.5' m
c
Z ZI
r55 E:m , A LOT26
m ig "II LOT 24) LOT 2-1LOT 46 LOT 47 LOT 48 o LOT 21 LOT 22 LOT 23 � / 10' UTIL17AS ENT
M it
zy - - -- N -- 10' UTILITY EASEMENT
I- i -- ---- I 04°=00'25 ,
503°4-,13 E 50.05y-S
- Sr46' 42.16"E 70.25' S0 °
46'42'E 2
bO370u- 60,00 10.2
N01046461 - 706.88' N01 46'42"W 117.63' P.0.6. / p S0104
0
A - -7 /
15 UTIITY EASEMENT TYP. O �I 10' UTIL. EASEMENT
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LOT 20 RA:: L 5.1 I
z MIN FINISH FL . -R Ef E� -
LOT 14 LOT :� LOT 16 I SOT 17 LOT 18 LOT 19 , -
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IN: FINISH FLOOR ELEVFLOOR ELEV. 282 00/ j
55.27'
h
25' DRAINAGE AND ACCESS EASEMENT
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DRAWN BY ZR
CHECKED BY RH
DESIGNED BY RH
FINAL PLAT DATE 2018-05-02
As Signed SCALE V = 50'
BY:
DATE: _( /����� PROJECT NO. 2012335
SHEET FP 2B