HomeMy WebLinkAboutS-1409 Map 1Q=(.44)(5 1)(61 ) 3> S680
~ C" CERTIFICATE CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
36Q��+___LUC HEREBY CERTIFY THAT THIS PLAT CORRECTLY
/ $ PROPERTY DESCRIPTION RE RESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE-
0 QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OP'LITTLE ROCK SUBDIVISION
N RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COP „Wii..S/2,Jp BOUNDARY
n
HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE ST SL lii)F�YFY Q("R'hDJ,D THE
PULASKI COUNTY CIRCUIT CLERK ON
ll).CO' IN PLAT BOOK ---------------- PAGE
D.
t,
1" = 60' 00
----- I PROPERTY DESCRIPTION �
7 --- EXECUTION --
iiiiiiii MEMO ATE OF ENAME G;r "IED LAND SU,. ------
IIIIIIIIIIIIIIL- ---Ell_ cO PART OF THE EAST ONE HALF OF T1IE SOUTHEAST QUARTER OF SECTION 24 TOWNSHIP 2 NORTH J� OR
0 60 120 18o I o R BYN LANE RANGE 14 WEST PULASKI COUNTY. ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS NO I Z ' J ARI%f�19'AS
p 9 �/ LOT 1 I I FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE ��, r
�� i89°4 45''E ,� LOT 6 SOUTHEAST QUARTER SECTION 24; THENCE NORTH 01 DEGREES 19 MINUTES 07 SECONDS EAST
r I 897.58 FEET TOA FOUND ONE INCH REBAR ATA FENCE CORNER; THENCE SOUTH 88 DEGREES 40 CERTIFICATE OF PRELIMINARY ENGINEERING ACCUR 4CY
9.70 CB f
/ _ I MINUTES 30 SECONDS EAST 210.83 FEET TO A FOUND ONE INCH REBAR AT A FENCE CORNER;
THENCE NORTH 02 DEGREES 52 MINUTES 05 SECONDS EAST 92.51 FEET TO A FOUND COTTON .�Zc°����- ---------- HEREBY CERTIFY THAT THIS PLAT
� 48.00' C8 I PICKER SPINDLE IN THE BASE OF A TWENTY FOUR INCH OAK TREE; THENCE SOUTH 89 DEGREES CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
N I 43 MINUTES 45 SECONDS EAST 139.70 FEET TO A FOUND ONE HALF INCH REBAR AS SHOWN ON OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
LOTS LOT 2 SURVEY BY BEN KITTLER JR. AND DATED SEPTEMBER 19, 1996• THENCE NORTH 09DEGREES 22 WITH.
• N N LOT `� MINUTES 29 SECONDS EAST 275.68 FEET TO A FOUND FIVE EIGHTS INCH REBAR AS SHOWN ON
F-+ oo / , I r SURVEY BY DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE NORTH 06 DEGREES SIGN �9d `� r , a y,� s
(� 35 MINUTES 19 SECONDS EAST 281.07 FEET TO A FOUND "PK" NAIL AS SHOWN ON SURVEY BY i
DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 68 DEGREES 58 MINUTES _L1 �� 2 _ _ - _-- I
1 148.0 ' U 27 SECONDS EAST 267.85 FEET TO A FOUND ONE HALF INCH REBAR IN THE CENTERLINE '- -
CURVE # I s gg°4�r3 r 210.813
O.8 t 29 06 1 • I INTERSECTION OF TAYLOR LOOP ROAD AND MONTGOMERY ROAD AS SHOWN ON SURVEY BY ATE F EXECUTION NAME,.{, �REGISTERED ENGINEE is -,
` o DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 00 DEGREES 33 MINUTES N0. L ?�2_. ARKANSAS
1 / .r I LOT 2 4 14 SECONDS WEST 292.60 FEET TO A FOUND RAIL ROAD SPIKE AS SHOWN ON SURVEY BY
_ 900
o LOT I o DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 02 DEGREES Ol MINUTES
05 SECONDS WEST 635.55 FEET TO A POINT; THENCE NORTH 88 DEGREES 05 MINUTES 23 CERTIFICATE OF PRELIMINARY PLAT APPROVAL
SECONDS WEST 217.72 FEET TO A FOUND ONE INCH PINCH TOP PIPE; THENCE SOUTH Ol DEGREES r�
o , 9.06' I 55 MINUTES 43 SECONDS WEST 211.84 FEET TO A POINT; THENCE SOUTH 88 DEGREES 34 MINUTES ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
21 SECONDS EAST 217.93 FEET TO A POINT; THENCE SOUTH 02 DEGREES 01 MINUTES 05 SECONDS RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
LOT 4 OT 47 I I I WEST 120.21 FEET TO A POINT; THENCE SOUTH 83 DEGREES 40 MINUTES 59 SECONDS EAST 422.57 BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
L = 235.62 FEET TO A FOUND ONE HALF INCH REBAR IN A FENCE LINE; THENCE SOUTH 01 DEGREES 11 FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
OT 30 0 LOT 23 LOT 4 ' O MINUTES 02 SECONDS WEST 220.41 FEET TO A FOUND ONE INCH REBAR; THENCE SOUTH 81 SHALL EXPIRE ________________________,
t 310 o N DEGREES 44 MINUTES 13 SECONDS EAST 245.25 FEET TO A FOUND ONE HALF INCH REBAR ON DATE
T = 150. 0 o I O THE EAST LINE OF THE SAID NORTHEAST QUARTER. OF THE SOUTHEAST QUARTER ALSO BEING
I 1 0 00. 1 ON THE WEST' LINE OF LOT I WEST IVESVILLE SUBDIVISION; THENCE SOUTH 01 DEGREES 24 SIGNED
C _ 212.13 ' Q �, MINUTES 39 SECONDS WEST 122.10 FEET ALONG THE SAID EAST LINE TO A FOUND ONE INCH
/CB 60' " RCP 119.06' C13 + I (p O REBAR AND THE SOUTHEAST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST
h� QUARTER; THENCE SOUTH Ol DEGREES 08 MINUTES 20 SECONDS WEST 82,78 FEET ALONG THE -----------------
------------------------------
L 49 O EAST LINE OF THE SOUTHEAST QUARTER OF THE SAID SOUTHEAST QUARTER TO A FOUND 2 DATE OF EXECUTION NAME
/ _ 18" RCP I 'q ' LOT 22 LOT 5 I INCH BRASS MONUMENT (PAGIS MONUMENT 2090-0038) AND THE SOUTHWEST CORNER OF THE LITTLE ROCK PLANNING COMMISSION
F I NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19 TOWNSHIP 2 NORTH
o CB I ` RANGE 12 WEST; THENCE NORTH 85 DEGREES 28 MINUTES 00 SECONDS WEST 1328.30 FEET TO
% 121 ° B 110.00' THE POINT OF BEGINNING CONTAINING 20.65 ACRES MORE OR LESS. GENERAL NOTES
CURVE L 10 ' I i W SUBJECT TO A FIFTY FOOT WIDE STRIP FOR RIGHT OF WAY OF MONTGOMERY ROAD.
U SE V1 1. ALL BUILDING LINES ARE AS SHOWN
° v O I o 1 I (h 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
90 _ Q=cIA LOT , LOT 46 LOT 31� I LOT 21 COT _
R = 5 ° Q-('44)(5.1)(25.4) / I - I 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
Q=56.9 CFS \ 110' / CB 100' oo' 1 I I T4,
30" 1 1 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
L = 117,81' 320 1 1
OTHERWISE NOTED
T = 75° I LOT LOT 32 I °� I 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED
LOT 5 I �¢ I LOT LOT 7 33
I
' , 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER
C = 106.07' °°'
110' Lo '
0.00' L
UI Q
L 521 0�1 \ o
w LOT 44 LOT 3 T 1 OT 8140
/ cc)zo 1 100' 10 I N
110' ,
7y W
CURVE # 3 0 53 I10 N + ' LOT 43 LOT 34 1 LO 18 T 9-71
I
Q�--, I ,^� I I c.n
900 CB , 00' N I N
[� 330 ' ' '0 a I N
\ _ 75° 11 } I UI
'U
' 1 LO 17 LOT 10 ' M 3 0
L = 117.81 LOT
I L 2 LOT o 0
I
T = 7 5 ° _j_ 100' 100' 110.00' o
C = 106.07°�° 1 1
340
SIDE, UNLESS OTHERWISE NOTED
7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
8. AVG. LOT SIZE 65' X 110'
9. ZONING R-2
10. WATER SERVICE CENTRAL ARKANSAS WATER
11. SANITARY SEWER SERVICE CITY OF LITTLE ROCK
12. TOTAL LOTS 75-
13. 2,850 L.F. OF NEW STREET
PRELIMINARY PLAT
MADISON VALLEY SUBDIVISION
N
I LOT 40 LO ' � ' LOT LOT 12 I o�
VICINITY MAP
LOT 56 I 100' 100' io
00
110, 1 110' o' I
I
LL90T 3 _ , LOT ;Q ILO 14 I -
20'ACtESS AND BTLLZrY\ASEbIEN7
_ LOT 13'
LOT 57 49 oo' 25�E CCK Cg c6 25 SETB \83c40r59��E 422, - , o
N 18 EP 5C S$ --441311E 24S.25, 350
00
18 RC cg 24 RCP CP CB
Ll
40' 6 CB ` - - - - - 167' o
70 70, - - - - - --fiAVfN- ��R-T -(5e_
I LOT 7 ~ °
N
LOT - - _ _ _ 70' 70
_ 70' 74' 74' 74' ~ w
LOT 25' TBACK - - _ _ _ 74 - - _ - - - - I 35 /
-co co
L 6 - SETEACK
LOT 61 OT L 63�T6_ 35' s LOT 74
T
2- - -- -- -- - - -- -- ---- ---- LOT 66 LOT _L38 -69 T 1 _ _ ____ o
---- - - _ __ _
FOUND STONE AS SHOWN ON 70 70 70' 70' �i- OT- 7 00 0
00 o
SURVEY BY DUANE I, REEL/ 70• 7 . �. 360
AND DATED 2-24-69 AND ON PLAT 74' LOT 73 200
4 J N
OF HOLLY FOREST SUBDIVISI❑N BY ,4 W, WILLIAM GRAHAM JR. AND DATED3-19-93 Q=CIA N85°2g'00" Q=CIA 4 7 ' =1 9 ACCEPTED AS THE SW CORNER Q=(.44)(5.1)(7.5) 360 W 1328.30 Q=(.44)(5.1)(8.5)'! 80
NE1/4 SE1/4 SECTION 24 T-2-N R-14-W Q=16.8 CFS
Q=19.1 CFS 1 138' 45
I
I
LOT 41 � LO 36 � I L 16 OT 11
LOT , I
0 100' 1 1 F
' I I 110.00' ' o
I I
LITTLE ROCK, ARKANSAS
319 E. MARKHAM (MARKET ROW) #202,
LITTLE ROCK, ARKANSAS 72201
PHONE 501-223-9900
DATE: NOVEMBER 12, 2003
\2003\STALCUP.DWG\B
FOUND 1' REBAR AS SHOWN ON PLAT
OF WEST IVESVILLE SUBDIVISI❑N
BY W, WILLIAM GRAHAM JR,
ACCEPTED AS THE SE CORNER
NE1/4 SE1/4 SECTI❑N 24 T-2-N R-14-W
FOUND PAGIS MONUMENT 2090-0038
AS SHOWN ON PLAT OF CHARLEST❑N HEIGHTS
ADDITI❑N BY WHITE-DATERS AND ASS❑CIATES
ACCEPTED AS THE SW CORNER
-NW1/4 SW1/4 SECTI❑N 19 T-2-N R-13-W