HomeMy WebLinkAboutS-1715 Map 4LEGAL DESCRIPTION Parcel Table Parcel Table Parcel Table DATE REVISIONS
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 COMMENCING AT FOUND REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE'/., SW SECTION
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A 18, T-2-N, R-13-W; THENCE S 87°40'51" E A DISTANCE OF 331AT TO A FOUND CHISELED "X" IN CONCRETE
PRELIMINARY PLAT HAVE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY SAID POINT BEING THE POINT OF BEGINNING: THENCE N 87°57'00 W A DISTANCE OF 159.57' TO A
°R„ET, R° 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 N," REBAR; THENCE N
REGULATIONS. THIS CERTIFICATE SHALL EXPIRE 88°54'22" W A DISTANCE OF 310.74' TO A FOUND Y:" REBAR; THENCE S88°34'23" W A DISTANCE OF 19.28'
°e°" " °R TO A POINT; THENCE N 01°43'30" E A DISTANCE OF 1320.31' TO A POINT; THENCE S 88-24-56" E A DISTANCE
L OJECT LOCATION
°`° SIGNED, OF 186.5510 A FOUND W REBAR; THENCE S 87°49'59" E A DISTANCE OF 143.46' TO FOUND AXLE; THENCE
N 87°51'49" E A DISTANCE OF 353.74' TO A FOUND 5/8" REBAR; THENCE S 01°47'05" W A DISTANCE OF
° "<s; DATE 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°19'27" W A
_ `° DISTANCE OF 9.21 FEET TO A POINT; THENCE S 01°46'47'W A DISTANCE OF 427.89' TO A POINT; THENCE S
F f L.R. PLANNING fAGIE GLEN CY 01°47'48" W A DISTANCE OF 865.38' TO THE POINT OF BEGINNING; CONTAINING 20.70 ACRES
r
" COMMISSION
COL TRYSIOE CVµATE R R O
Parcel # Area Parcel # Area Parcel # Area � F = I
m
LOT 1 7659.07 LOT 20 7568.SD_ LOT 39 9603.79 <
LOT 2 7916.40 LOT 21 8050.46 LOT 40 7198.99 1
109. g N38013'04"E - 8.53'
LOT 3 7740,54 LOT 22 7323.51 LOT 41 7157.31
LOT 4 8629.82 LOT 23 9689.30 LOT 42 7038.62 o
0
LOT 5 8959.51 LOT 24 7199.95 LOT 43 9815.56 G�l� 90• o � o
� � o
LOT 6 8959.67 LOT 25 8443.12 LOT 44 8856.50 0
LOT 7 7716.53 LOT 26 7197.87 LOT 45 8810.19
R" LOT 8 7674.84 LOT 27 7401.40 LOT 46 9812.05 \ - OLD 25' EASE NT
CERTIFICATE OF PRELIMINARY SURVEY ACCURACY L 16.714, R=195 953 ' EVELOPER: LOT 9 7844.80 LOT 28 9329.29 LOT 47 7066.05 4- .2358
D
1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY 3 0 11
S36°25'43"Y - 7.71' M S51 48'07 E - 7.72'
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL ISON CREEK DEVELOPMENT LLC O a
_ F LOT 10 10766.04 LOT 29 8182.85 LOT 48 7159.31 IN - 9.21' ( SOl°4TOS"W 24.38' (M)
z�' caws SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE P.O. BOX 242689 S38°19'27
`"EpT qe,L Rn °YRr°a8 ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH Little Rock AR 72223� LOT 11 8810.19 LOT 30 9255.23 LOT 49 7200.35 0
z rF Ica 4TER"URY cT I' / o r x AND FILED FOR RECORD AS REQUIRED. 50I-225-4134
wfsTc °sc ore
s�Oi m o o. ��
Fs " w P LOT 12 8856,50 LOT 31 9250.23 LOT 50 9549.99
C" Vnuc CT ? 4+gyp w'� c+ "s DATE OF EXECUTION REGISTERED PROFESSIONAL LAND S51040'33"E- 12.23' (M) I�PO
SURVEYOR LOT 13 9815.56 LOT 32 9397.70 LOT 51 105745.32
° 0 25' 50, 100,
�w,¢ suf"5Rp 6R NO. 1401 ARKANSAS
VICINITY MAP LOT 14 7038.62 LOT 33 9659.59 TRACT 1 33127.17 aQy
SCALE: r' = s0� I;
1" - 2000'. CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY LOT 15 7157.28 LOT 34 7161.06 TRACT 2 22732.33
I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY LOT 16 7198.89 LOT 35 7348.04 TRACT 3 36429.19 / Q�
REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE LOT 17 9533.14 LOT 36 7717.20 TRACT 4 8490.10
BEEN COMPLIED WITH. INSET "All
SIGNED, LOT 18 9514.50 LOT 37 7206.61 TRACT 5 3522477 L l 11.. _ - - - LOT 243
GENERAL NOTES: STUB OUT FUTURE FOMER &JEAN HUGHES FAMILY - LOT 19 7197.72 LOT 38 9541.95 TRACT 6 2993.44
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER ACCESS POINT REVOCABLE TRUST ZONED R2 - -
1. ALL EASEMENTS SHOWN --------ARE TO BE USED FOR DRAINAGE AND/OR NO. 7730 ARKANSAS
UTILITIES EXCEPT AS NOTED. S01043'30'W - 1,320.31' (M)
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF 454.6' 317.5' 76.T 97.5'
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. wNN
RESERVED FOR FUTURE DEVELOPMENT RESERVED FOR FUTURE DEVELOPMENT
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. . d
4. ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE S88034'23"W - 19.28' (M) 2q� `�
STREET RIGHT-OF-WAY. TRACT 1 I ^ TRACT 2 d F>
5. ALL LOTS HAVE 25' FRONT BUILDING SETBACK 1a Y
6. LOTS # 28,29,30,31,13,14,46,47,42,43 HAVE REAR SETBACK OF 15' AGAINST LOT 32� $ O LLI N
GREENSPACE + 20' BUFFER 20' BUFFER " LOT 33 ti a a W a
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0' 60.0' 60.8
8. TRACTS 1 AND 2 WILL BE RESERVED FOR FUTURE DEVELOPMENT AND NOT N 113.8' 88.8' 60.0' 60.0' 80.9' I 80.0' 60.0' 6Q.9'
FINAL PLATTED WITH ADJACENT EASTERN LOTS. sm T r\,i
9. TRACTS 3, 4, 5, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FOR T o, ao -�
ACCESS/UTILITY EASEMENTS AS NOTED LOT 43 r 38.3 LOT 31 ^, O ER & J GHES d J Z Z
o a g
10. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR o o �oA ILY T ST = S.
ELEVATION 1' ABOVE BASE FLOOD ELEVATION: N cn LOT 42 _ .- LOT 34 J D C Ol i R00 0 W
I °°
LOT 41 LOT 40 o LOT 39 N =' 'LOT 38 o LOT 37 o ij LOT 36 N LOT 35 �� , \IQ �� O 2
Ln
SOURCE OF WATER: CENTRAL ARKANSAS WATER � A
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITY I Fz / s 4 / yo 127.3' 112 W Y (�
"` 5 'A
C7 D N 55J O ,�0� / ^� ,two 3 G /1� v+ O
1.6
m LOT 44 �' ./ i 316' 26 _ e \ J
m c 6,9 Al 7- 60.0' 8 .6' 0.T 60.0' 64.3' S8.0' \ \i 2A.1 lti W J W
c1 3 \_ LOT 30 ,�� / J J
ILI
�-
_� ti6.91 .9 38 tAPy q 5 IZ a
\:P� �4 �•
W _
Ya.9 43.6' 60.0 N 8D.6' 80.9' 60.0' �' 64.1' S7. ` I LOT 29 �CP� 0- o =
LOT 45 P W \ O �. X, d
FLOOD STATEMENT \ \ qZ 9 1.6 -m "' w I �SO� / 4 ' d
5. O'
LOT 28`) > 1 _/ rn
BY GRAPHIC PLOTTING ALONE, ACCORDING TO FEMA FIRM #0501810041F, DATED I o \ a 1 I LU
a
OCTOBER 19, 20013, A PORTION OF THIS PROPERTY LIES IN ZONE "AE," WHICH 1`' p �_ o/LOT27 ' In �� • O O C N r
O `
a
HAS BEEN DETERMINED TO BE WITHIN A SPECIAL FLOOD HAZARD AREA. '- - -- o V LOT 48 o LOT 49 o LOT 50 I o I LOT 23 0 o LOT 24 o LOT 25 iio." LOT 26 5$ ti / :yy /' { 3 p z o
THIS FIRM HAS BEEN REVISED BY LOMA CASE FILE 98-06-375R LOT 47
v $J N
Lrl ' H
A, TRACT 3 __ - - _LOT 46 �Y 43'35"E 1,048.13' (M) 1,048.1' f
�� --� 89.2' vv60.0' �_ - - 60A' /80.0' I 81.6' 60.0' 70.2'
NEW
o �; :Av 80VvA \ v
�113.8' - , 88.8' - 60.0!--/60.0 A 803 / .0' 60.0' 48.3' 19.8
z
LOT 13
ow
rn - /
LOT 14 _ a
�! / HARRY & JANICE 1NILLEMS DOCUMENT
W o LOT 16 i LOT 17, I LOT 18 o LOT 19 LOT 20 0 a W
# 1995-053170 ZONED R2 z LOT 15 / I o LOT 21 _ z > W
z
1• v
_ o
5 LOT 22
5.7 N
01 / 20' DIUS TYP. � 9 Ce ¢ o0
�I -+� LOT51 N� CewQ W� z�
LOT 12 - I T a O rn ¢ J o x
j .9 43.7' 60.0' 80.0' 80.0' 60.0' 48.6' 9. T' v' vN O ¢ O �� U
6 r - ozS A z
LEGEND OC7 N .-•p- L�iL Z [i 0O
• SET 1/2" REBAR W/ CAP ^� m w Z y m a
/,� /�`/� 25' RADIU TYP. 6r•v' ti' z 3 o �y
n o �-I z
o0
O FOUND MONUMENT �� 115.0 / o � -I - -
A COMPUTED CORNER (NOT SET) - - 55 in o
- RIGHT-OF-WAY Q 0
�.:. � � SEE �, -
p ti'O r�,9 43.6' 60.0' 69.7 69.7' 70.2' 60.3' 48.9' 14.2 31 - /� - INSET "A""
OVERHEAD UTILITIES N LOT 11
-x-*- FENCE g / 01 ^� rn ` q39
--- ROADWAY CENTERLINE z Lq
60•g pa •�
� POWER/LIGHT POLE rD1 m o-
^ N�
95.
(M) MEASURED Ong - m n ' 2 1983 ^
-- N LOT 8 LOT 7 m LOT 6 90 LOT 5 LOT 4 LOT 3 LOT 2 - ° \ 19 °g• s N38013'04°E -1 .53' a
(P) PER PLAT N M o w rn rn rn rn N LOT 1-
LOT PER DEED W Z LOT 9-
ti
- - - BUILDING SETBACK LINE a -LOT 10 �� qa, • y C4 g
- - - - - UTILITY EASEMENT ` e \\\\\9 CS O
o TRACT 4
- _ o DRAWN BY CS
109.9' 92.3' 60.0, 60.0' 69J' 69.7 64.0' 1' 60.1' _ 3.1' 22.0'
puts S0104748"W - 865.38(M) S01°46'47"W - 421.89' (M} L=1 .714, R 295.953 o n zs' E
I ND "X" LOT 2 CHECKED BY RH
N 87040'51" W 331.43' LOWE ADDITION ` '� S36 5-43-W37.718(M)' S51°48'07" -37.
GREENSPACE � � i DATE 2013-10-07
' POC INST. NO 2009050255 55 \ S380 '27"W - 9.21' ( S0104705" 24.3
SOUTHEAST COf�NER LOT 4 /
APPROX FLOOD PLAIN , � � LOT 1 � s SCALE 1"=50'
SE TEA 1/4 % LOWE ADDITION
/ INST. NO 2009050255 ° R _ a PROJECT No. 2012335
SECTION 18 T-2-N, R-13-W 5514033E lz. (M) c,P/
FLOODWAY
Curve Table: Alignmeits
Curve #
Radius
Cord Length
Chord Directior
Delta
Tangent
Cl
75.00
39.05
N180 52' 21.03W
30.179
20.22
C2
75.00
7.29
NO° 59' 44.28"N
5.575
3.65
0
150.00
54.21
S120 12' 10.83W
20.823
27.56
C4
150.00
54.20
S120 12' 19.30W
20.818
27.55
C5
149.16
93.75
S200 00' 25.66W
36.634
49.38
i
SHEET --
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