HomeMy WebLinkAboutS-1715-A Map 4LEGAL DESCRIPTION
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL A PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER, SECTION 18, T-2-N, R-13-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND Q COMMENCING AT A FOUND 7r REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE K, SW YA SECION
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A ZD_� 18, T-2-N, R-13-W; THENCE N 87°40'51" W A DISTANCE OF 331AT TO A FOUND CHISELED "X" IN CONCRETE
PRELIMINARY PLAT HAVE BEEN FULFILLED, APPROVALOFTHIS PLAT ISHEREBY 0 25' S0' 100, SAID POINT BEING THE POINT OF BEGINNING: THENCE N87°5T00"WADISTANCE OF159.57'TOA
Nc 1Ltl Aces OR a GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND FOUND %" REBAR; THENCE N 88°38'31" W A DISTANCE OF 191.83' TO A FOUND Y:" REBAR; THENCE N
n m N y REGULATIONS. THIS CERTIFICATE SHALL EXPIRE 88°54'22" W A DISTANCE OF 310.74' TO A FOUND %' REBAR; THENCE S88°34'23" W A DISTANCE OF 19.28'
\1 SCALE: 1" = 50'
TO A POINT; THENCE N 01°43'30" E A DISTANCE OF 132031' TO A POINT; THENCE S 8824'56" E A DISTANCE
..... GLEN VALLEY OR '� SIGNED, OF 186.55'TOAFOUND K"REBAR; THENCE 58T49'S9'EADISTANCE OF143.46'TOFOUND AXLE; THENCE
_.._.a o7_lt
........__.OJECT LOCATION N 87°51'49" E A DISTANCE OF353.74'TO A FOUND 5/8' REBAR; THENCE $ 01°4TOS" W ADISTANCE OF
RDATE OF EXECUTION NAME, 24.38'TO A POINT; THENCE S 51°40'33" E A DISTANCE OF 12.23'TO A POINT; THENCE S 38°1927" W A
;V°' w' �� L.R.PLANNING DISTANCEOF9.21FEETTOAPOINT;THENCE501°46'4TWADISTANCEOF427.89'TOA?OINTTHENCES
mCOMMISSION01°47'48" WA DISTANCE OF 865.38'TO THE POINTOF BEGINNING; CONTAINING 20.70ACRES
CERTIFICATE OF PRELIMINARY SURVEY ACCURACY*EAwEsrcnEsrER cvmn\\\\\! �jl S\ `°''''a ' BASE FLOOD EL.EV FROM LOMR
1, RAVMOND HICKEY, HEREBY CERTIFY THAT THlS PLAT CORRECTLY J STATE OF"0''TAYL°R Lo°Pm Ro REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL,�ARKANSAS '- ; 99-06-1693P EFFECTIVE SEPT 30,1999
SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF UfTLE �sccwue° uius n 1 ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH_NO. I �O�ecs°N crrAND FILED FOR RECORD AS REQUIRED. -� SIG��NTUrR�EPil.£ NOUN l41Y Rp./h/LO`s RON or Tw„c,°„ cr�,.JLL_VVV EAST SIDE OF ALL 24' ROADWAY STREETS IS TO BE RESf1tICTED NO PARKING
` �`�DATE OF EXECUTION SURVEYORPROFESSIONAL LANDNO. 1401 ARKANSASL LA\\\ INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE
DRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMETS
--ate ------ -- - CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY $ J o f f ...
Sj
VICINITY MAP 1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY ARKAA AS J\v\ -\S REG/f� ii RAYMOND HICKEY P.E.
1" - 2000' REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS * * * -
OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE
BEEN COMPLIED WITH. • REGI CENTRAL S,'' y-" • `V ZARKANSAS
Parcel Table
�.el �
4rza
FIRE ACCESS
8572.61
LOT 1
10230.63
LOT 2
7724.02
LOT 3
7716.14
LOT 4
7717.01
LOT 5
771T01
LOT 7
7748.14
LOT 8
8027.12
LOT 9
8313.87
LOT 10
8610.19
LOT 11
8856.50
LOT 12
9815.56
PHASE I
Parcel Tape
ar el =
Area
LOT 13
7038.62
LOT 14
7157.28
LOT 15
7198.89
LOT 16
9533.14
LOT 17
9528.18
LOT 18
7188.72
LOT 19
7610.42
LOT 49
152936.00
36429.1914190.187120.09
q
0
SIGNED, -� E111G�IriEEK �
-., ENGI#2 9RING
STUB OUT FUTURE
HOMER &JEAN HUGHES FAMILY
LIJ
�_
/N0.7730
° 9 "
'''•QAS•\``\
ACCESS POINT
REVOCABLE TRUST ZONED R2
GENERAL NOTES:
N
La
DATE OF EXECUTION
REGISTERED PROFESSIONAL ENGINEER '� G�',S
�l r
NO. 7730
ARKANSAS /) R�� DR
SOl°43'30"W-1,320.31' (M)
1. ALL EASEMENTS SHOWN ARE TO 8E USED FOR DRAINAGE AND/OR
454.6'
50.0'
317.5' 63.7'
UTILITIES EXCEPT AS NOTED.
\o
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF
W
RESERVED FOR FUTURE DEVELOPMENT
RESERVED FOR FUTURE DEVELOPMENT
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE.
00
.-.
T-
3 DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES
3
` ^
TRACT 2
PHASE II
Parcel Table
Parcel >=
Area
FIRE ACCESS
8572.61
LOT 20
8719.26
LOT 21
9691.04
LOT 22
7200,89
LOT 23
LOT 24
LOT 25
14A
LOT 26
LOT 27
LOT 28
9165.32
LOT 29
12224.80
LOT 30
10655.63
LOT 31
7532.47
LOT 32
7090.97
LOT 33
7346.73
LOT 34
7715.78
LOT 35
7205.32
LOT 36
9540.31
LOT 37
9603.79
4. ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE v w TRACT 1 Y
STREET RIGHT-OF-WAY. "-ZQ'BUFFE
5. ALL LOTS HAVE 25' FRONT BUILDING SETBACK, EXCEPT LOTS 2nn' DUFFER 60.Y 60.& LOT 31
27.28.29.30.31.32 WHICH HAVE A 15' FRONT BUILDING SETBACK 49.2' 113.8' 88.8 60.0' 60.0' 80.9' 90.0' 60.0' 60•9 60.8'
7. ALL LOTS HAVE 5' SIDE SETBACKS 49.2' 113.8' 88.8' 60.0' 60.0' z 80.0' 60.0' 60.9' 60.0
6. LOTS # 9,12,13,26,27,28,29,40,41,44,45 HAVE REAR SETBACK OF IT AGAINST w m
GREENSPACE. W LO O 439
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0' p
B. TRACTS 1 AND 2 WILL BE RESERVED FOR FUTURE DEVELOPMENT AND NOT LOT 41 f o w
FINAL PLATTED WITH ADJACENT EASTERN LOTS. p00 LOT 4000
0 9. TRACTS 3, 4, 5, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FOR i ° m_ o o m N N
^� LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 N LOT 33 LOT 32
z /
ACCESS/UTILITY EASEMENTS AS NOTED z I do 0 o N ti x
10. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR ,, 9g ROW DF,1I�ICA N ISOA' EK SUBD
/
ELEVATION V ABOVE BASE FLOOD ELEVATION: ;a" O
S O..s
m
F �_ v_ 55.7 O 0 ° �t
o, O L 1.6
^' r LOT 42
O G � ate' `'& 26.1' 32 0. N fib �,O
SOURCE OF WATER: CENTRAL ARKANSAS WATER m 6,y 43.T 60.0' 60.10.6' 7 S ' 80.;60.6' o c 60.0' 1.8 3.0 58.0'
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITY p 3 / o 93.T 60.0' I 60.T 60.6' 60.0' 64.3' 3.0 58.0'
F 1 s
00
z is.o' +� - - SYCAMORE COURT - fi -� - - TUPELO COURT 6 Sag
'E - 57.46' 1 2 /
\\ '^' 6 9 43.6' 60.0' f BOYS' i 61.0' 60.0' 60.0' 4.1�.7 NO3°46'S9"'37.T6.41 26 8 �
LOT 43 43.6. 60.580.6' Z �- Cb3 80191.0' 60.0' 6C.0 9.- 464'
750
o I o \ 55 6 o co z 1 r O7 LOT 26
-_ I I D
�10 -� o_ N ti LOT 25
�5 LOT 46 o LOT 47 LOT 48 LOT 21 o LOT 22 0 o LOT 23 LOT 24 0
.• o 0 o a3 0 o :c :o 0 0
FLOOD STATEMENT
LOT 45 m o
ul.r
BY GRAPHIC PLOTTING ALONE, ACCORDING TO FEMA FIRM #05119C0316G, DATED TRACT 3 LOT 44 m I O M
JULY6, 2015, A PORTION OF THIS PROPERTY LIES IN ZONE "AE," WHICH HAS BEEN -I
DETERMINED TO BE WITHIN A SPECIAL FLOOD HAZARD AREA. o o - S01043'351 f -1,048.13' (M) m 63.9' yti�
PHASE LINE 113.0' 60.0' m 80.0' 81.6' 60.0' 60.0' 10 2' 50.0 63.9' 27.8'
00 "' 81.6' 60.0' 60.0' 10.2' S0.0 TRACT 5
I^' 113.8' 88.8' 60.0' 60.0' 80.3'
113.8' 88.8' 60.0' 60.0' '-'-' 80.0' 59.8' 68A 95.0'
v-4 �LQ
m ti
'- Z
r
00
GREENSPACE r °0 LOT 12
z� 0 LOT 6 0o gQ N
m N C a i s To 0 0 0 0
co I jsz LOT 14 ry LOT 15 LOT 16 0 o LOT 17 LOT 18 0 o LOT 19 s o LOT 20
APPROX FLOOD PLAINUn
o jSIS�
- I h
z W I / 55.7 L 58.3 4 H
3 LOT 11 / S '& 369 16
58.3 4 1 0 7
FLOODWAY I �69 43.T 1 9 60.2' 3
58.8' 1 28.4 3 1
ti I6960.0' 60.1' 60.2' 58.8' 1.2 28.4 6.9: % -
o C6
z 115.o' w - - WATERSIDE COVE - WATERSIDE DRIVE - 29.4 \ .
00 w o 55.3' 29.4 45.9 0 s-
Ln a 33.0' 60.4' 60.0' 55.3' 4.7' 60.0' 60.0' 39.4' 211.7 20.9 553 6 ,
p y �a,9 33.0' 0.0' 55.3' 4.7' 60.Y 60.0' 39A 20 2p'9 IISlLEGENDr
o LOT 10 �� ?I 31� �,
• SET 1/2" REBAR W/ CAP ^� I 35.6 33 _ Ln
O FOUND MONUMENT o 1 391
5.6
COMPUTED CORNER (NOT SET) z Ln O O LOT 1 '
RIGHT-OF-WAY Ln `oi y5�' S41
r rn V ��.CO
OVERHEAD unLrrlEs o LOT 8 LOT 7 -6LOT 5 m LOT 6 m W ry LOT 4 ry LOT 3 LOT 2
FENCE -O �b TRACT 6 ^ FLOODWAY EASEMENT EAST
-x-z- m ,� p, pr N N N N ry ry
-- -
- ROADWAY CENTERLINE c r FIRE ACCESS+ �° LOT 9
Lrn POWER/LIGHT POLE POB ACCESS '
HOl°47'48"E - 98.41'
(M) MEASURED POC BUFFER �, LL_ '
V V
e
(P) PER PLAT L1' "' '
POB BUFFER
- '
(D) PER DEED 46.1' 78.6' S2.8' 60.1' 60.0' 60.0' 60.0' 60.0' 45.6' 48.4'
- - - BUILDING SETBACK LINE I S88012'12"E-4100,120,1' N0104T48"E - 626.47' 60.0'
- - - - - UTILITY EASEMENT ND TX" W 1 2 BUFFER EASEMENT S01047 48 W - 865.29 /
N 87°40'5 " W 331.4 LOWS ADDITION FROM ADJACENT PROP SOl°47'48"W 596.54'
Nsz°o4'16 w 50.7T� /
POC INSBO 2009050255 �
T,
SOUTHEAST •------------- - - - -.' /
o6 SE 1/4 SW 1/4 5
"� SECTION 18 i�2-N, R 3-W /
S0104T489W -17.67
_ FIRE ACCESS
EASEMENT
_�S78°2150'E - 108.92'
Parcel Table
? ce'. r
Area
LOT 38
7198.99
LOT 39
7157.31
LOT 40
7038.62
LOT 41
9815.56
LOT 42
8856.50
LOT 43
8810.19
LOT 44
9812.05
LOT 45
7066.05
LOT 46
7159.31
LOT 47
7200.35
LOT 48
9549.57
TRACT 1
33127.17
TRACT 2
22732.33
TRACT 3
36429.19
'N
85.9
85.9
REVISIONS
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56.2' w
8 56 232.8' S31o_b2.8' 35.0'
�O 37.4' 33 C
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LOTce
bo w
w >
pO�
T 00 0
CO
Qw No\G s �O UjLOT 29 HES w
STLn C 0 Z
4- (0 C.)i
55a Z Y z
iION(I 140.2' b l� Ln
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y '
w a O
/A; / �,
� to
.0 2 5� � Z Y
LOT 2800 N V m
��� 5 / a w a W
�Jw O
LOT 27 a tit (AGO ��O 55 a CL I.
Ln
U V` Ln J CY
100 s' ° > o° J Vi
/ N Ce �ovink- w J
0 5�
C7 w CL n
41 // J Z
w w
m V/ 0
5 / >
z N
Mc°1 // NwN w
X
4 a
LOT49
(n U o z
41{ N
ARRY &/34NICE WILLEMS DOCUMENT Q .__I 00
//#�1995 053170 ZONED R2 (n J N ^ LU
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,
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n
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Spl 3
rrI
/ Curve Table; Alignments
Curve #
Radius
Cord Length
Chord Direction
Delta
Tangent
C1
75.00
48.65
N22° 42'34.85"W
37.853
25.72
C2
150.00
90.04
N50 39' 04.20"E
34.933
47.20
C3
152.63
96.93
N180 31' 21.97"E
37.027
51.11
C4
150.00
36.64
N300 11' 08.05"E
14.029
18.46
C5
150.00
103.11
N190 03'17.53"E
40.206
54.90
C6
150.D0
35.54
N5° 00' 42.22"W
13.607
17.90
d
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LU
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C7 Q C7
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w
120A 68.9 V w
/ Spy lb.l' 120A 68.9 0
- - WATERSIDE DRIVE - �' R/W / w
1131
TRACT 4 113,1 137.0' 8S.9 / U
85.9
906,3' ROW DEDI s60z'4'IN VAL EY R
S0104647"W 427.891 '
LITTLE ROCK PLANNING COMM] / / DRAWN BY ZR
APPROVED, SUBJECT TO THE CONDITIONS �;'om/
LOT 1 AS NOTED IN THE PLANNIN SION 0 M > CHECKED BY RH
LOWS ADDITION MINUTE RE D TED k' v m
INST. NO 2009050255 BY: / o ® DATE 2016 09 23
DATE: o > SCALE 1"=50'
/ / Z PROJECT No. 2012335
SHEET
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