HomeMy WebLinkAboutS-1883-D Preliminary PlatCORNERS
POINT #
DESCRIPTION
NORTHING
EASTING
1
1/2" REBAR (PS 1803)
114523,86
1199021.27
2
1/2" REBAR (PS 1803)
114520.20
119913121
3
1/2" REBAR (PS 18031
114513.48
1199181.02
4
1/2" REBAR (PS 1803)
114506.41
1199390.90
5
1/2" REBAR (PS 1803)
114509.71
1199441.03
6
1/2" REBAR (PS 1803)
114506.24
1199545.97
7
1 /2" REBAR (PS 1803)
114471.21
1199544.81
8
1/2" REBAR (PS 1803)
114450.03
1200174.18
9
1200175.08
10
114467.47
1200345.33
11
*1RON114471.23
803)
113915,55
1200322.05
12
803)
113922.72
1200151.94
13
1803)
113930.47
1200152.27
14
1 /2" REBAR (PS 1803)
113945.84
1199695.58
15
1/2" REBAR (PS 1803)
113955.21
1199650.26
16
1/2" REBAR (PS 1803)
113973.04
1199607.61
17
1 /2" REBAR (PS 1803)
113996.35
1199572.67
18
1/2" REBAR (PS 1803)
114018.11
1199549.26
19
1/2" REBAR (PS 1803)
114266.42
1199316.95
20
1/2" REBAR (PS 1803)
114267.71
1199277.90
21
1/2" REBAR (PS 1803)
113917.77
1199266.25
22
1/2" REBAR (PS 1803)
113921,26
1199161.31
23
1/2"REBAR (PS 1803)
113918.87
1t99161,23
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 ESTATE IN
ACCORDANCE WITH THIS PLAT.
DATE E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
CERTIFICATE OF FINAL PLAT APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL
HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS,
DATE
JAMIE COLLINS
PLANNING DIRECTOR
CITY OF LITTLE ROCK
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119CO444G, DATED JULY 6, 2015,
& INSURANCE RATE MAP NO.05119CO463G, DATED JULY 6, 2015,
INDICATES THAT THERE ARE NO PORTIONS OF THIS LOT INCLUDED
IN THE 100 YEAR FLOOD PLAIN.
POC
CALCULATED POINT NW CORNER
NW 1/A, SW 1/4
SECTION 11
T-1-S, R-13-W
PULASKI COUNTY, ARKANSAS
A=2.481 AC
Q25=16.955 CFS
_
N89038'34"E
Q100=20.414 CFS
666.78'
SOl °54'20"W
n
W
72
0
E
GRAPHIC SCALE 1"=60'
60 0 60 120
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
COMBINED ADJUSTMENT
FACTOR:-999.000000000
SCALE FACTOR: 1.004368994
ACREAGE PER 40
NE 1 /4, SW 1 /4, SECTION 11 15.178 ACRES
TOTAL 115.178 ACRES
OPEN SPACE:
TRACT C
0.173 AC
TRACT D
0.214 AC
TRACT E
0.291 AC
TRACT F
0.036 AC
TRACT G
0.048 AC
TOTAL: 0.762 AC
W W --i W
OXFORD VALLEY
SUBDIVISION
PLAT BOOK C, PAGE 114
/� ZONED R2
1 1 ' S ' $1 � O ! L'J 588°44'02"E 170.30' 10
Q 1 }I II ! + I SBB`05'40"E 105.00' o ( i �� �, NI I 7 S88 04'19"E 629.73' ;', ---$ 1 50�
g I
I 1 I 1 11 1 0.121 AC 1 r I 0.721 AC I 1* a 0.121 AC I °
S8B°05'40"E 110.00' I I 1' I ; 1 120.29' I -
w o N I g I I i I I 1 ' 3 I,.. I 1 I OS W 76.71 53.69 50.00 50.00 50.00' 50.00' - -
h o I II i I I 1 N88°OS'40'W 105.00' 1 1 I IN88"0540"W 105.00' 1 TRACT C S79°30'58 _ _ - - - - - - - - - - 50.00' 50.00' 50.00' 65.00' °: 1 I $ : I LOT 23 I
� Z 'o � I LOT 118 $
1 n o I I I I ' I- o ° � ' I I 0.173AC �-�� - - - - - - - - - ---- - ---------- ' I „" 1 0.141AC I N
0
Q z > Lu 1 0 l 0.126 AC °$ I LOT 98 I a 1 LOT 52 I $ v I LOT 49 I S 3bb3 $ c c ---- 545 j 1 I
p Z Z i 1 ;: '`� i 0.121 AC .o„ 0.121 AC I ' fi I I 0.121 AC $ qB"N o o "1 g $ o c c iv 1 1 58TWOVE 120.26' I
p Q OO O 1 S88°05'40"E 110.00' I I I I I 1 I o i' i1 I ( '?� $ ^ o o ,d 11 r 1 I I I
r� t 1 I'' 1 1 °+ o' •.+ LOT 43 LOT 42 LOT 41 ^ o o .-.
1588°OS'40"E 105.00' I I I I i' 'il ' IN88°05'40"W ins An, I o _ LOT40
m LOT 39 LOT 38 3 LOT 37 3 LOT 36 LOT $5
U U I I ' f 1, i N88'05'40'W 105.00' I ' ` ` 12.39' LOT 46 0.140 AC 0.124 AC v 0.121 AC „ 0.121 AC h 121 AC 3 LOT 34 I I $ I I ^
0. e 0.121 AC a 0.121 AC a 0.121 AC e 121 AC {{�-nO - I S I LOT 24
2 �. 1 $ I LOT 117 I I$ (! o f I I I 17.98' -.; ,,' I �r H c o n „ N 0. N 0.153 ACI A 1 ,e $ i I 0.138 AC I N ---
0.126 AC I ; _ ti I 1 LOT 99 I g 1 LOT 53 ( �, ,„ ! ; osb' Nae°OS'40'W 116.8T Of 0.140 AC N - ^ Q $ I o
---- -- '�' ,.. o .�-.
o -
--i1 S68°OS'40' E 110.00' I � � i ., � I 0.121 AC I � I D.123 AC I � � '� u o '� � - - - - - - - - - \ 30Bd, �;3- � ' i A=5.76' T - - - - - - - - - - - - - - - - - - - - - - - J j I o 1 587°35'Od"E 120.26' I
{ --------- -- , o° 1
\ 'os i--------
`,� `�,A186 _ 4310_ - _---5000' S0.00' 50.00 50.00' S0.00' S0.00' ____�„q -- - I I
11
r�30' 1 I S88°OS'40"E 105.00' I I N88 OS'40'W 112.271 a C o, \ LOT 48 00, / A-
1- I a ,� ♦♦♦ \\ 0.187 AC Oc4 \\Qs� `gb i - _,r - _.-_ _- - -- -- - .. 39.32' A' I I �. �' 1 LOT 25 I
o LOT 116 -_\N �I I o
\ d - - -- - - -- .,__ _ _-IA! i °' 1 1 0.138 AC 1 = I ,� --._ _ .♦ \ \ A%8.7o' 'o�'A -- --- ---- _.- F ANTERODRIVE - ----------------- - I t $ 1 0.126 AC i N I 588`OS'40"E 105.00' �.' OS 1 .,L \ -.� -- __ -_0 - _ 1 1
° 1 _ C _ TRACT D `9°' `�� c. N. °S° �.98'-..: i In O ------..- - - -.--.. - - -- - --- I $87°35'06"E 120.26'
588 0SAVT 110.00 I ' ; '� 1 1 LOT 100 T C ♦ .
.,. O . \ �S i / (GZ: 588°04'19"E 481.99 - 1
_--
ti' I I 0,214 AC \ ♦ o ' \♦♦ \ \ LOT 47-
30 GRADING I 25 --j, i - 50 0,130 AC I \\\' \ \ . \ 0.154 AC --
EASEMENT i o I I ° ss, .,;,,;^ oyo' 40.89' Soo0, 50.00, So,00' so.00' 1 1 of I LOT26
♦ \ , O ,,� 6 ____ U, 5000, 50.00' 50.00 40.68 A,J
o I LOT 115 I 10 "R�, 1588°0540'E 105.00' I ti
I 0 126 AC I 16, �y. , b LOT 54 <.w.� \ a , ^ - 4.93. 10' DRAINAGE & --- 0.138 AC I
I lO'-�i» 't27'BC-BC I $ .. ?a 1P ♦♦s0 "0, .., A.♦ /, F✓i' i r, UTILITY EASEMENT -o -- o ----- ---- ----- --- -°"- 1 hl I 1
i I I I I N 0.123 AC \OS' \ ,.�; . .;. Oy; \` �/ /'♦ , TYP. �; $ $ .m c - - - - b o o - S87°35'O6"E 12026'
588°05'40"E 110.OD' I i 1 I \ \\ ♦♦ AOF \ 4c3926 ,�5 /' i I 1 0 0 o N K i I LOT 101 ,
I 1 i N I I O. t 30 AC I \ b'° \ �\ / \ i LOT 87 W LOT 88 W LOT 91 W LOT 92 o I 1
o a I 1 i I 201 19 \ �° LOT 55 \, o '/ \ OS W LOT 89 LOT 90 I 81 LOT 27
���,,¢¢ 0,121 AC e W LOT 93 LOT 94 I 1 I o
1 o I LOT 114 I $ w - I „� O O Cpj, \ ♦$ \'$ / 2r/ SOi / \ N ,,, 0.121 AC N R 0.121 AC e 0.121 AC v' 0.121 AC e o
1 O I m I ♦'Q7. �� _ ' TRACT E "o^^ 0.121 AC ? 0.121 AC v 1 1 - '^ I 0.138 AC
1 O 9 I 0.126 AC S8B°OS'40'E 105.00' 0.121 AC SOO \ ♦♦ \ / / / \ � � 0.155 AC 1 ^ E� I I I .oi Z
,o I i„Co
_ \ O' \ LOT 96 z z i o 0 o I I a ,n Pl w I N
m I p , h -_ 20110'- -/ - --- --. \ .ya\ \ ♦♦ m / l / / \ 0.291 AC z g o z z I 1 ^ > 1- I S87-35'06"E 120.26' I 'a O 1 /
1 N88°OS'40"W 105.00' I \ •ryd \ o` c 1' / °vi ! 0.154 AC SOO \ so z 1 I �'$ . I N p to
Q . 20 W-- -- --- --�- -
-------------------- ----- Oo 1 I //QU'
G 0540' E 110.00' 1 F 3 ff 1,,, ra a 1 \ \O \ �- -I 1 I )
o I ;o ii ( I --- --- �9i• \\� LOT56 \ ----- ---- ---- X N Q
I ° c LOT 113 i l o - g 1 1 LOT 102 o N88°DS'4D"W \ 0.154 A / /' �,i b' ` \ b�4 \ 50.00' S0.00' 50.00, - 50.00, - 50.00' S0.00' S0.00' 65.00' 3+ N 0 138 AC J =
p0 I LOT 28
0.
I s88OS126AC.00' I m 6,11 9i 1 o.1z1Ac I -39.0T v /.' / y �� vv�° LOT95 A�---------- ----- ----- - - - - -----
I w'° „
Z I 1 i 1� I I OS a \ / i'44 F°� . {'� \ \ \ \ ♦ \ 0.121 AC \Ob" o - - - - - I I I I 587°35'O6E 120.26' N > O
I TRACTG L soo,\\/'�q': fi %.i'/ \ \ 0 8 $ g g g o 0 11 �lol 11 N QO
I I 1 y . s''99.Z6, \ A`,, ♦ \ 54'Yho ,^ vi o I 1 d w 25' O fYl
IN88°05A0"W 105,00' 1 0.048 AC v 5h ? - ♦ \�6F ra ♦ \ ,ed 3 LOT 86 3 L0T 85 ^ ^ o I ' Q t I w -
i S I LOT 112 '° = LOT 73 1 o c0 $ I LOT 29 \O
a / LOT 74 3 LOT 72 LOT 71 ^LOT 70 m I S Q
I d I I I$ $1 LOT 103 i o �... °S`• /, Jr ,'/ \ ♦'�� \9yD ♦ a 0.121 AC a 0.121 AC e 0.121 AC v 0.121 AC a .121 AC 3+ LOT 69 I 1 I I �; I H X
19 / / i / ♦? \ ♦ v 0.121 AC = U. AC
'^ I 0.126 AC I i,�„ •o., i 1 0.121 AC 1 -
25`FRONT y y_-- h y ° o y 0.153 AC I I O' I °, °, ,., 0 e 0.121 AC
�� /i ✓+' - O\,'/ \\ ♦♦ B' \ 9.94' a o _p CV _ ", m 1 RQW-I la 1 O
I ,�,�/ LOT 57 \ �• YARDSETBACK-a.--------- o i
I I 1 I I �• I 587°35'06"E 120.26'
S88'05'40"E 110.OD' 1 1 9 ,\ . `-. \�, (TYP.) �- - - - - - - - - - - - - - - - - - - - - - I ' 1 -+2T BC BC
I I 1 1 IN88°05'40"W 105.Do' Q i / 0.154 AC CP \ ♦gyp`- .. 4a --- - -' --- --- '
I i - I o er - 09,L, '' \ ,`V, \ \ ♦�♦�' �`.\, ` �'...� �i, SB' B8'50.00' SO.�' L 50.00' 50.00 _50.00' 1 I S i 1 LOT 30 1 $ \
1 S LOT 111 $ g 1 LOT 104 I g c� \ v \ �.�h \ ♦ 7\\ \ ! <, 50.00' S0.00' 39.32' A' d °� I i I 0.138 AC I o
0.126 Ac I 1 0.121 AC 1 �\ \ a LOT 58 ,--
m \ O° ♦ 9, ca --- -- --- --- - -b � - -- ELBERT DRIVE -- -- _- --- I ' I 58735'OdE 120.26'
1 I sea°os4o°E 110,00' I ; I I EXISTING 15' WIDE / 0.120 Ac \�, \ ♦�'ap _ --- O _ -
SANITARYSEWER/\\ S88°04.19"e 469.15' -
I
_.
I 1 1 IN88°05'40"W 105.00' I
o i I I of I I - EASEMENT oy\\ �ab� �� 4,60.34 - - --- r,� - - -- - ------ $i LOT31
Q 8 I LOT 110 1 o o I I LOT 105 I g ram, N. ��
_ _ 55.15' '
4 V 2 I 0.126AC I IN i �1 1 0,121 AC LOT59 $ �1 -� 42.46 _=--_-_-__- ___5515'-_- U-_---___ __ 55- I5.00 50.00' 50_00, - D,.. � 1 1 ' �'1 1 0.138 AC I o
O I 1 I 1 I I I �10.04' 0.161 AC w ---- ---- --- --- --- - 40.68'-- -I ✓? i 5AMFOVE 120.26'
a b o`'- � A-- _ 3 I I I
o I S88°05'40"E 110.00' ( ° - - - - - v
N I 1 \ R v g m---- ----- ---- `�O h
1 o - - - - - - - - - - - 1
O N o 1 I i N88 05'40"W 105.00, 18 a� \\ ti� LOT 60 W LOT 61 8 a^ $ $ S o 8 11 ^ I g 1 I LOT 32 I
Z= 0 1 I I I A=10.018 AC De• m o o ° I I
I LOT 109 I o 61 I O r 0.171 AC = LOT b2 W LOT 64 -
u, LOT 106 I a Q25=57.576 CFS o LOT 63 I- W LOT 65 ^ 14C) ^ i o l a
LOT 66 LOT 67 W LOT 68 1 , ° i 1 0.13a AC I =
_o Z (j O 1 S I 0.126 AC I ,,�, it $I I 0.121 AC Q1D0=71.267 CFS ° �17 4Cyj.� r 0.128 AC N m 0.133 AC y 0.133 AC e v 0.121 AC `- 1 °I I ' I I
0.133 AC e ,.,
I o N47 O4'42"W 7 v, 0.133 AC o e y N y 11^ i I 587°35'Ob"E 120.26' I
,,, - on v .121 AC 0.155 AC I I a v
a� I I I N5618'Ol"W O `\\� __ z z s oo s I 1
Q I I I I 31.96' 42.00' 6ZJ, y z l i^
1 16 _ ----- ----- �; 15.00' I i IN I i I 3
Q Q �-+ i S88°05'40"E 110.00' I ° Q - - - - - - - - - - °
CS
N
J 1
� i 1 N88°OS'40"W 105.00'
1 I 1 I 1 46.28' - - -- $'
I LOT 108 I I oo o I I LOT 107 ° 56.36' S5.15' 55.15' S5.15' i I 0.138 AC 1 0
to of I $ 1 1 N67 18'26"W 15 55.t5' S0.00' S0.00' 65.00' '3'I N
0.126AC 1 ,� N I 0.1zt Ac I N 46.23' 14-N88°04'19"W 456.95' J 13
1 m.OD' I I _ -- SS �. _ SS - SS ^.... 120.26 I
s0 23 I / "� ®-- SS o �� N87°35'06"W 170.26'
^ / N78 19'37 W OS NO2 24'S4"E 7.76' 12 11
24 N88°OS'40"W 160.00' N88°05'40"W SS TRACTIF 22 10&00' N 46.28' 0+00 I
S01054'20"W 2.4fv� 0.036AC A=7.741 AC
Q25=35.55 CFS-'-
��--
E STEPS INVESTORS LLC Q100=47.76 CFS - " --
S PARCEL ID: 45LO610014700
ZONED R2
SS
CERTIFICATE OF SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY
MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATIONS,
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
911612-4 1 g. If-5-
DATE J. EMIC HOLLOWAY -
PRPFESSIONAL SURVEYOR NO. 1803, AR
CERTIFICATE OF ENGINEERING ACCURACY
I, J. ERIC HOLLOWAY HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT
ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUB?IN
RULES AND REGULATIONS HAVE BEE COMPLIED W
DATE J. C HOLLOWAY
P FESSIONAL ENGINEER
NO. 18898
OWNER:
E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
501-851-3366
�Y
A=2.481 AC -
-_ Q25=16.955 CFS
I Q100=20.414 CF5
W Vd N/
jJ
�I
DEVELOPER:
E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
501-851-3366
,�,�Illllllll,,,
STATEoff,
ARK^SAS
CERTIFICATE OF RECORDING
SIGNED
TERRI HOLLINGSWORTH
PULASKI COUNTY CIRCUIT CLERK
OXFORD VALLEY DRIVE
LEGEND
BOUNDARY FINAL
BOUND. ADJOINERS
--------------
EASEMENT
FOUND MONUMENT
0
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
TOTAL PARCEL SIZE
15.178 ACRES
PROPOSED USAGE
PLANNED RESIDENTIAL
COMMON OPEN SPACE
0.762 ACRES 5.02%)
LENGTH OF NEW ROADS
3,005 LF
MINIMUM LOT SIZE
0.121 AC
# OF LOTS (RESIDENTIAL)
85 LOTS
LOTS PER GROSS ACRE
5.60 LOTS/ACRE
AVERAGE LOT SIZE
0.130 AC
A=2.482 AC
- - - --_ Q25=16.96 CFS
Q100=20.43 CFS
S82018'46"E 50.26 I
SHILOH GROVE, 1PH I
m
1 0 S88 °05'40"E 110.00'O N86073'54"E 50.25'-I>' w SUBDIVISION
O S88°04'19"E 210.00' q) S88006'05"E 105.00' ' ZONED R2
� I I �"`
POB + I 105.00, 105.00, 105.00, S01'54'20"W
LOT 119 1-
I $ I i I I I o
S I 0 126 AC 1 ;' I LOT 97 I LOT 51 1 o I LOT 50 1 0 35.04' N02024'54"E 21.22'
u
Holloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501)851-3366
www.holloway-eng.com
u� r
v PROJECT
LOCATION
Z
O
U
VICINITY MAP10
w
?F21ffVMAARY FLAT
O
II • GROVE
PFLASE I & II •
9/*16/24
LEGAL DESCRIPTION: Cq
A tract of land lying in the Northeast Quarter of the Southwest Quarter, Section 11, Township 1
South, Range 13 West, Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the NW corner of the Northwest Quarter of the Southwest Quarter, Section 11,
Township 1 South, Range 13 West, North 89 degrees 38 minutes 34 seconds East, 666.78 feet to a
poi it on the North line of said Northwest Quarter, Southwest Quarter, Section 11, Township 1
SoI, th, Range 13 West; thence along the West Line of said Northeast Quarter of the Southwest
Qu rter South Ol degrees 54 minutes 20 seconds West 243.50 feet to the Southwest Corner of
Shi h Grove, Phase I, also being the Point of Beginning; thence along the South line of said
Shiloh Grove, Phase I the following calls: thence South 88 degrees 05 minutes 40 seconds East
1 10.00 feet; thence South 82 degrees 18 minutes 46 seconds East 50.26 feet; thence South 88
degrees 04 minutes 19 seconds East 210.00 feet; thence North 86 degrees 13 minutes 54 seconds W
East 50.25 feet; thence South 88 degrees 06 minutes 05 seconds East 105.00 feet; thence South Ol O
degrees 54 minutes 20 seconds West 35.04; thence South 88 degrees 04 minutes 19 seconds East
629.73 feet; thence North 02 degrees 24 minutes 54 seconds East 21.22 feet; thence South 88
degrees 44 minutes 02 seconds East 170.30 feet to the Northwest corner of Oxford Valley
Subdivision,Arkansas'
_recorded as instrument Number 2008017806, records of Pulaski County, - ,
thence along the west line of said Oxford Valley Subdivision South 02 degrees 24 minutes 54 PLO
seconds West 552.41 feet; thence leaving said West line North 87 degrees 35 minutes 06 seconds
West 170.26 feet; thence North 02 degrees 24 minutes 54 seconds East 7.76 feet; thence North 88
degrees 04 minutes 19 seconds West 456.95 feet; thence North 78 degrees 19 minutes 37
seconds West 46.28 feet; thence North 67 degrees 18 minutes 26 seconds West 46.23 feet;
thence North 56 degrees 18 minutes Ol seconds West 42.00 feet; thence North 47 degrees 04
minutes 42 seconds West 31.96 feet; thence North 43 degrees 05 minutes 40 seconds West 340.04
feet; thence North 88 degrees 05 minutes 40 seconds West 39.07 feet; thence South 01 degrees
54 minutes 20 seconds West 350.14 feet; thence North 88 degrees 05 minutes 40 seconds West
105.00 feet; thence South Ol degrees 54 minutes 20 seconds West 2.40 feet; thence North 88
degrees 05 minutes 40 seconds West 160.00 feet to a point on the West line of said Northeast
Quarter of the Southwest Quarter; thence along said West line North Ol degrees 54 minutes 20
seconds East 600.00 feet to the Point of Beginning containing 15.178 acres more or less.
1/ t ATE OF
� NSAS
� fDGENERAL NOTES _-,s NA
EER `N
1. ALL FRONT BUILDING SETBACKS ARE 25.0'. ALL REAR YARD SETBACKS ARE 15'0". ALL SIDE YARD
11
SETBACKS ARE 5'0". No. 18888 F1 II
2. PROPERTY IS ZONED'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING. 'F/1'/C HI �\-0 �a
3. THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE
OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION.
4. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING. J
5. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
6. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY.
7. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED ,,,���o.A
PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS. �.�
8. ALL STREET SIDEWALK(S) TO BE 5' WIDE CONCRETE.
9. ERROR OF CLOSURE EXCEEDS 1:50,000. y
__ ogineefing, Sniveyin,
= I Civil Design, PLL� z c
50' ROW
11.5' 27' BC BC 5.5' S' 1'
2" ASPHALT OVER 7"
3,7 GEO-FABRICL N \op*- JOB NO.: 2024-076
°k 3%CROSSSLOPE 3'
\yfox - 3/Mo DATE: 9/16/24
SHEET NUMBER:
CONSTRUCTED ACCORDING TO ARKANSAS HIGHWAY l CLASS 3 OR 4
AND TRANSPORTATION DEPARTMENT STANDARDS CURB & GUTTER
27' RESIDENTIAL URBAN STREET SECTION J
NTS 1
L:\2024\2024-076 -Shiloh Grove Ph It & III\Drawings\Sheets\C0.01 PRELIMINARY PLAT.dwg