HomeMy WebLinkAboutS-1897-1 Map 2W
GRAPHIC SCALE S
40 0
40
1"=40'
LINE TABLE
Line #
Length
Direction
Ll
75.00
S89027'50"E
L2
65.00
S89027'50"E
L3
65.00
S89027'50"E
L4
38.28
S89027'50"E
L5
34.72
S89027'50"E
L6
87.81
S89027'50"E
L7
41.30
N66036'1I"E
L8
16.59
N66036'1I"E
L9
33.18
N65044'52"W
L10
25.71
N65044'52"W
L11
13.41
N89027'50"W
L12
65.00
N89027'50"W
L13
40.00
N89027'50"W
L14
34.72
N89027'50"W
L15
137.71
N89027'50"W
L16
75.00
N89027'50"W
L17
143.00
N101l'00"E
L18
126.56
N43052'31"E
L19
38.60
N29052'08"E
L20
20.01
N30046'IWE
L21
37.18
N30046'10"E
L22
42.12
N29052'l4"E
L23
101.94
N43052'31 "E
L24
142.98
NO°31'18"E
L25
142.97
N0031'18"E
L26
126.84
N0018'35"E
L27
108.13
S2018'30"E
L28
166.84
S41055'44"E
L29
107.21
S89028'27"E
L30
166.88
N42059'10"E
L31
108.18
N3022'50"E
L32
129.03
S20034'44"E
L33
140.99
N38044'41 "E
L34
4.26
N41008'25"E
L35
33.56
N30046'10"E
L36
53.77
N30046'10"E
L37
6.35
N41008'25"E
L38
116.75
N38044'41 "E
L39
143.01
N1011'00"E
L40
143.01
N 101 l '00"E
��L41
143.00
N1011'O0"E
\'\ NOTE TO CONTRACTOR:
_-� SURVEY SHOTS & PAGIS CONTOURS WERE USED TO GENERATE EX.
CARTER LANE LLP
\ TOPOGRAPHY. SOME ACTUAL FIELD ELEVATIONS -MAY VARY SLIGHTLY.
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PARCEL ID: 53LO240008804
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S89028'05"E 639.79'
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N
75.00
65.00
65.00
140.09
94.13
I
145.32
17.06
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LOT 4
12303.08 SQ FT
,J LL
I
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0.282 AC
b4' �,
LOT 6
LOT 7
10943.78
w
7837.90 SQ FT
SQ FT
L LJ =
I o
I LOT 1
LOT 2
LOT 3
0.180 AC
0.251 AC
10725.04 SQ FT
9295.35 SQ FT
9295.62 SQ FT
80
oo
0.246 AC
v
0.213 AC
J
0.213 AC J
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LOT 5
0
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11229.02 SQ FT
0.258 AC
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14035.35 SQ FT
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Ll
L2
L3
L6
I1
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L5
-------------3-
N01°l1'00'E
88
a
336.00'
- -
- - ---90-
W
70.96
-
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I L29
MADDISON VALLEY
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3 SUBDIVISION
_ _ _
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L16
L14
L13
L12
_ _
L11
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L21
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10' DRAINAGE &
-� (9
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LOT 9
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LOT 15
v ry
UTILITY EASEMENT
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Cb i
13647.03 SQ FT
12396.78 SQ FT
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__ C7
--
0.313 AC
0.285 AC
15' BUILDING
w
w
SETBACK
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LOT 16
1 10724.12 SQ FT
LOT 13
LOT 12
CO
10
o
�
Q
0.246 AC
N
9293.33 SQ FT J
8941.56 SQ FT
LOT 11
!�
Cv
Q o
I
I m
0.213 AC
0.205 AC
6859.39 SQ FT
d
Z '
3%
I
LOT 14
0.157 AC
^
LOT 10
ae
12599-02 SQ FT
10940.82 SQ FT
w
I
I
0.289 AC
0.251 AC
Q
D-
I
j
12.46-
1
75.00
23.48
149.35
65 00
/
25 64.97 62.15 145.33
S La N89028'00"W 639.00'
% DELTIC REAL ESTATE LLC
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PARCEL ID: 53L0240008800
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
SOURCE OF TITLE.
INSTRUMENT NO.
Lee Maris
504 Valley Club Circle
Little Rock, AR 72212
UNDER CONTRACT
TBD
TBD
CERTIFICATE OF PRELIMINARY 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
PLANNING DIRECTOR
CITY OF LITTLE ROCK
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
Cl
28.62'
68.50'
23056'30"
N78033'55"E
28.42'
C2
27.94'
60.60'
26040'47"
N78052'34"E
27.69'
C3
41.77'
60.00'
39053'05"
S67050'30"E
40.93'
C4
50.7V
60.GO'
48025'38"
S23041'09"E
49.22'
C5
50.72'
60.00'
48025'54"
S24044'37"W
49.22'
C6
41.78'
60.00'
39053'50"
S68054'29"W
40.94'
C7
27.71'
60.00'
26027'45"
N77054'44"W
27.47'
C8
28.35'
68.50'
23042'58"
N77036'21"W
28.15'
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, JESS GRIFFIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
4/12/21 U+�`
DATE JESS GRIFFIN
PROFESSIONAL ENGINEER,
AR NO. 17170
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL
SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH
AND FILED FOR RECORD AS REQUIRED.
4/I21,`21 �2XA
DATE J. E HOLLOWAY
PR ESSIONAL SURVEYOR NO. 1808, AR
LEGEND
BOUNDARY FINAL
-- -- - - BOUND. ADJOINERS
- - - - - - - - - EASEMENT
FOUND MONUMENT O
(AS NOTED)
SET MONUMENT
(AS NOTED)
0 CALCULATED POINT
OWNER / DEVELOPER
Lee Mods
504 Valley Club Circle
Little Rock, AR 72212
CERTIFICATE OF RECORDING
SIGNED
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
TOTAL PARCEL SIZE
4.932 ACRES
PROPOSED USAGE
PLANNED RESIDENTIAL
COMMON OPEN SPACE
0.322 ACRES 17%)
LENGTH OF NEW ROADS
632 LF
MINIMUM LOT SIZE
0.157 AC
# OF LOTS (RESIDENTIAL)
16 LOT5
LOTS PER GROSS ACRE
3.64 LOTS/ACRE
AVERAGE LOT SIZE
0245 SF
UTILITY PROVIDERS
NATURAL GAS
CenterPoint Energy, 401 W Capitol Ave, Little
Rock AR 72201 Phone: (800) 922-7552
WATER
Central Arkansas Water, 221 E Capitol Ave, Little
Rock, AR 72203 Phone: (501) 372-5161
SEWER
Little Rock Water Reclamation Authority,
11 Clearwater Dr, Little Rock, AR 72204
Phone:(501) 688-1409
ELECTRIC
Eneergy Arkansas, 425 W Capitol Ave,
Little Rock, AR 72201 Phone: (800) 368-3749
LEGEND
PROPOSED
DESCRIPTION
EXISTING
--W-
WATER LINE
--
--G
GAS LINE
SS
SANITARY SEWER LINE
FD
FIBER OPTIC LINE
Cu
UNDERGROUND PHONE LINE
-ONE i
OVERHEAD ELECTRIC LINE
-----OHE---d-
ELI
UNDERGROUND ELECTRIC LINE
STORM DRAINAGE PIPE
F
L--
X-X
DRAINAGE STRUCTURE - NO.
OR
CTV
CATV CABLE LINE
v
FENCE
-- x
DITCH FLOW LINE
CURB INLET/JUNCTION BOX
Z21
CONTROL POINT
GM
GAS METER
®
GAS REGULATOR
®
WATER METER
N
WATER VALVE
FH
FIRE HYDRANT
®
AIR RELEASE VALVE
C
GUY ANCHOR
F
O
UTILITY POLE
-0
LIGHT POLE
�E
ELECTRICAL BOX
@
SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEAN -OUT
m
TELEPHONE PEDESTAL/RISER
T
SIGN
3
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0
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Holloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
'
(501)851-3366
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www.holloway-eng.com
VICINITY MAP
OVERALL TRACT DESCRIPTION:
Part of the NW 1 /4, SEl /4 of Section 24, Township 2 North Range 14 West, more
particularly described as beginning at the SE corner of the said NW I /4, SE 1 /4; thence
N89 degrees 28 minutes 00 Seconds West 639 feet; thence North 1 degrees 11 minutes
00 seconds East 336.00 feet; thence South 89 degrees 28 minutes 05 Seconds East
639.79 feet; thence South Ol degree 19 minutes 07 Seconds West 336.02 feet to the
point of beginning, being tract 21 of Subdivision of El /4 SE 1 /4, NW 1 /4; SW 1 /4 NE 1 /4
and NW 1 /4 SEl /4 of Section 24 Township 2 North Range 14 West, according to the
Survey of G. A. Denham, Registered Engineer, containing 4.932 acres, more or less.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 05119CO312G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN
HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
GENERAL NOTES
1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 150".
ALL SIDE YARD SETBACKS ARE 50".
2. PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING.
3. THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS
SHALL BE OWNED AND MAINTAINED BY THE CITY OF LITTLE ROCK.
4. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
5. RESIDENTIAL FLOOR ELEVATIONS MUST BE 1'D" ABOVE THE 1 DO YEAR FLOOD
ELEVATION OF 261.0 AND AT LEAST 1'-0" ABOVE FINISHED GRADE.
6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION
AUTHORITY.
8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE
PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
CLASS 3 OR 4
CURB & GUTrER
PW-22
- 22'-0" PAVEMENT-
CL
ASPHALT-^�PROFlLE GRADE
URING SURFACE
-h - '- - ----- --
SOLID
)DDLNG 4" x 5'
ONCRETE
SIDEWALK
V BUFFER
TO ROW
7" CLASS 7 BASE COURSE) I `LVNIV UIeU JUtl KAUE
AT 100% MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES r STREET WIDENING EXISTING STREET
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND M
GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF ------ -�
MAXIMUM DENSITY OBTAINED AT OPNMUM MOISTURE CONTENT. (AASMO T-180) OO000 0' I
000000000000°0;. jjI\ VERTICAL SAW
2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, F -� `CUT 1' MIN FROM
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). _,. EXISTING EDGE.
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY
OF loon MAXIMUM (RASH 0 T-191). WIDENING EXISTING '
4. CENTERUNE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS
TO MAINTAIN 2X CROSS -SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
70'-0' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY.
-NOTE: PAVEMENT RECONSTRUCTION TO CENIERUNE IS REQUIRED WHEN
EXISTING STREET DOES NOT MEET THESE STANDARDS.
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No.17170
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#1879
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JOB NO.: 2021-065
DATE: 4/ 12/21
DRAWN BY: KMD
SHEET NUMBER:
L:\2021\2021-065 Carter Lane Estates for Lee Maris and Casey Ingram\Drawings\Reference\2021-065 Carter Lane Base.dwg