HomeMy WebLinkAboutS-1424-C Map 3/� � ` UE!ELOPt9ENT ';
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FUTURE
DEVELOPMENT
LITTLE
- ROLF^
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- VICINITY MAP >"_2000'
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I,• 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 THE PLAT HAS BEEN SURVEYED AND DULY FILED FOR RECORD IN THE
OFFICES OF THE STATE SURVEYOR AND THE COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN (7) YEARS.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL
ND SURVEYOR
0.
RKANSAS
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
jj?iAK T 3 • l-'I i iJ K. 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.
I
SIGNED, j
DATE OF EXECUTION _
S -7
NAME, REGISTERED ENGINEER
o. I! 1 6 9 ARKANSAS
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND
SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT
TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE -
DATE
SIGNED,
J�
DATE OF EXECUTION
NAME
LR. PLANNING COMMISSION
NAME OF LAND OWNER:
COOPER LAND DEVELOPMENT,INC. - 903 NORTH 47TH STREET ROGERS, AR. 72756
SOURCE OF TITLE.D.R. INSTRUMENT NO. 2004052513
SOURCE OF WATER SUPPLY: MEANS OF WASTEWATER DISPOSAL:
CENTRAL ARKANSAS WATER COMPANY ILITTLE ROCK WASTEWATER
.E r
1
N73,3
15o.21' W \AV
GENERA'- N07ES:
1, CONTRACTOR SHALL. PROVIDE A BARRICADE AT THE KEST END
OF CHESHIRE DRIVE AND THE EAST END OF AVONDALE LANE TO
BE REMOVED AT TIME OF ROAD EXTENSION.
2. A NPDES STORM WATER PERMIT SHALL BE OBTAINED FROM THE
ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO
THE START OF CONSTRUCTION.
3. TEE TYPE TURNAROUND SHALL BE 80' IN LENGTH AND 3V IN
WIDTH. TURNAROUND SHALL BE REMOVED AT TIME OF ROAD
EXTENSION.
576'35 \ CURVE TABLE
NO. DELTA CHORD BEARING RADIUS ARC
'�T C19 30°15'22" S44021'05"St'-302.41' 579.37' 305.95'
C20 17°3T 6" S38024'34"E 40.01' 130.61' 40 '7'
C21 11093'29" S35027'41"E-16.47' 80.61, 16 50'
26 2 C22_ 19°12'G2' S21031'24"E 3+.80' 113. 3' 9.8'
k N `' ram,
TT h6F' ,yk1' w �! "'rn r v "1 C23 10°32'3?" S17°li'39"E li 6t' 63.33' 11.651
FUTURE DEVELOPMENT kg� gk ro _ 3 N C29 297051'29" N28°13'S2 E 1I 61' �F,�O 2�� 93'
°� °E. (S..•-� C25 54°34'26" N28 37'I' a 14 6
IRON PIN SET S8T15'27E p9h� / C f h50A s� o_ U O Dig s7'2 w 169 _ ^I' 7 2n
NW CORNER 757.30' Z✓ p 'W �653635 �� 4 C27 48°35'4' S'r " 'r P3' zt
NEt/4 SWt/4 I �q fJ ^�� mb m 27 \ ,� 2
..--�" ---- -- 0 Z�, e 0 1 -� y C 2 8 5 6° 4 9 2 C S:,
7• -
C29 9021'5G 3
N W y C30 aG 21' 50
I Sssy c� oo_ o µ^ \ ry C31 26012 oc
NOTE: 2 PAGIS MONUMENTS WILL (RP v\ E > C32 26 .2 06
PUBLIC T-SHAPED 2s3s' F sss. BE SET,IN AN AREA OF CQ' 7� G24 I 66�pAA \ 4 C33 2 ?0 41
TURNAROUND I 3 SegoS - THEUNDTIMEED OPEN OFTHE FINAL E ATPLAT. k9 \ 9 �o \ ° N 170�8 0 c' "� C35 296°32'12" N3 _
(TE&fPORARY) F s� ssss 37 9 C 3 6 2 99 ` 54 ' 10" S 3
;%� O 9�,T\ •yi9- ?oW. ? c'`F\ _ ���� 2" ` C38 40°52'26" N80"24 52"E -
1U 626E 191[ y� �jw� \A ¢. o £?z A 125 71'� E r C39 15°21'45„ S55 J 3 E 'S1.68' u i
`�� 6`Z3 �� 0 •1 "' r-c^ Z4A=71.65 - i Po58;,14a`3r ip C40 15`2i'45" Sb_5`12'13"E-125,64' ?7C.00' 1?6.fi2'
8728`49 Al s N 52g' j S 55� z iv: lh to m N67 96 o s U �r t c
+� .� �, , O. rn w o, 1.9 _ '' i _ �356 -u,� M 2 C99 50°53'91" S67`55'35"w-607�93' i25.00 5.. �°.
�l• A "a S 1 A �' 'V, _.. 6' rn � C92 29°.,5' 9" N78°_4 J1"E 8 4`J' 17=.01
47 i ho 't02 ro ��i a v 2 2 , a.36 n 7 a v i71 0 1 F_ 9.0 q
}' 1D 2 v ,' ��' 2 Z - - 5 `0'53'51" S67°55135"W 150.40' 175.00' t\ ^J `7 ?p F elV O N P '7 > 7 • \ ,D W C 9..
\ n 2 \ o ti a4 �2• M . v �A^ ryb/c ao 9�gAi926' T/g >E o p � C46 300°00'00" N26oy3198"W 50.00' 50.00' 261.80'
\ 0 7p4~�� 4" oL°0 A o 13 a Q ?v h /✓ s. 56 Z Z�j\ w y a0. - N69'4250, ,\° > C96 4°06130" N49°34'36"[i 58.52' 81.6.22' 8.53'
rn e h h 0, n 3 0. 9.
R" 6- e o _ r a. -49 17°33121" S70°25'35"E 63.73' 274.32' 34.05'
`Su = , / I o� A W �0, -25.70 > 6 �O C50 11°U8130" N'o7°13',0"W-33.98' 175.00' 34.03'
90h,f`N8320'21"W S� \/ 1k.k56� o- 5655927, �S9a� `�• 30
0
1 N pSly '02 \ p 5 5FJ ti 145.75' ryh \o'?�
533' 63 0 or ZZ R
�k� h�, a _�° - 5� _ P,25. oo ow\ N8429'29'E lj STREET WIDTHS
o 1. 12 15 �� "fir 16 �o A=224g5W a 145.42' 3 CHESHIRE DRIVE - 31' BIB vA7H 5' SIDEWALK
A .E �' \5 ^6 r, 'sr, 573'12 \ Q a 3 TRICKLE PLACE - 26' BIB WITH 5' SIDEWALK
44 0 ? �� 6 i 5 58 " ° j to 5' SIDEWALK
N 5 19 v� AVONDALE LANE - 26' BIB 4YRi
y ' o �p $ N �1. \A=49:63'I 220 �� n 31 p CHARING WAY - 26' B/B W H 5' SIDEWALK
~J 3 °R \ �/ �k$ ry6 562 66 rn • lye N6 26•� °� ow, 21 J `� n^ [n NEWQUAY LANE - 26' B/8 WITH 5' SIDEWALK
m \ C ryry 13k• A=16.50� y 5 o M 25 0^ ry
co �"5 48 Rr s� \ o.Za n-� 25 0 o MOSSWOOD COVE - 26' BIB WITH NO SIDEWALK
h �'+ •1N ter. 6'r. 1 1 2� o, "�� 5 17 �'-. I 4w N88'34'49'E /�
Ir , M ao y0 \ \ 43 ,F, 9 A7^Y1 �w�0• 58608'30 W 13277' W L �
A� \ >o y0 yti 7.08 rn rn,`� v mac` 3 ^ 157.26'
�C per' SF \/ Ci o 56 55 o >z SA I`
a1� \ may. >O� \ k$5 k�9 0. y�o 565' r �' N63 33A5 I �. kJ N ► �5 32 •voi ry N rn
,6 1® \ \\ 5 n° J
1, ° �' \ >. Aa3� a __A=16-D9' h m^'^A SIENNA LAKE BLOCK 3
`r , 1 \ 4Z a �5', N 00. t5l'a, 72' 18 °- N 25 N ,W I 2 �. LEGAL DESCRIPTION
kry C O gF' cP� p 1q=25.23' !O 60:31' 00 S8720'19"E A PARCEL OF LAND LYING IN THE NW 5/4 O THE
y=31 ry51 ✓O >v\ ii p h 0 77 4? W 116.86 Ss \ F
6}. 'SA,4j 0k -6'i >, i 50y'6g 2 `'o Aa84� N 2 `;3S' T I Sps2j, SE1/4, IN THE N, 1/4 OF THE SWlL9 AND T"'y
�k Nk9 A' C OS� .J/� ,� o ed�'� p0,26 `-�� SEI/4 OF THE NW_/4 OF SECTICN 9; ALL ;
-J r, NO6'S5'16'W 4 39 1.7 I 2 _ DP`�j1 y5` ala, F �%' - TOWNSHIP 1. NORTH,RANGE 13 WEST, PULASKI CO_J_,' . V,
C °/ 4! S�. ryy 4k 6 \ 21 `^ II 2-5 1,R'1 ry°• �q� .My. ` 1�� ARKANSAS; BEING MORE PART CUL ARIJ_' DESCRIBE, AS FOLLOWS:
:
51 - \ >> q �! ��0k $ A=21280 � \ \ 9i� '"I cV �' Mnl �11 (b V�'' I� ,�• BEGINNING AT A POINT 161,6 39 FEET Y )P Fr-. �
0, e��3 P - `Q-L�, Ao m �. ^� /: ;� 0'� FEET EAST OF A t FOUND PIPE, AT mhr, S'L S y
e - 10
I 8 _ ' �} \•-e,+i / O •R / ��,\ _ ARKANSAS
OF THE SOUTHEAST 1(4 U _SAND SEC iJ7
aV` _ '�S• Aa9 �R V N \ .I Y \ S�I l;• Mi 33 $ o
- W � ), ;19 ,y %,j3\ �� �,, i�� � 6�.� S cn � '�I . _ AR.{AN�AS STATE ?Lr•N T.�' N1 i�0� c Zn,_ i
/ OF NORTH -2863 OLD FEE AN E.aST 5G+5. _e.--I;
,C2 0i1'�c� ,N'J a1� \ p?,g 56�. \ p'� r r v
\S o.�' 9 h0 \ sr• 3g, cs , 0� So '4 a 66 c ,T;
co
�> k k SS. o9. 1 V' THENCE, 5 28 6 r eJP t ;�
THENCE, 305 95 FEETA�IOQG THE ARC OF
0y0
4® naF, yS'R s gkry E�, ry \ 99� P% S o'\ N ` 579.37 FOOT RADIUS CURVE 10 HE LEFT,
,y0 55 �. ?�, 0 9�S\•yj% ,,,q A � S• S Q :1� \- /• �Co� / w� SAID ARC HAVING A CHORD OF
8xA?\Oq.3• OS a kh0, _ ryh\ P\ 0 45 1 'y�' o°.'o''- .`- �. S F4°21"S W FOR 2.41 FEET;
C.P.TRACT J q �y e k O- t+ A D� i ?o, wV 5j S x, wo THENCE, N 89 15'i2 ;7 OR 97.89 FEEL;
RE- \ O" Qn OOF kB' h' �� Seb O��' r ' THENCE, N 87°27'37" W FOR 1024.24 FEET;
-I - 53 cj1� \ >p / / \ O t7a7 1.i. 09, 5 '.�O o % a O \ - �6 e? A`o. - THENCE, N 01"38'51" E FOR 1313.13 FEET;
C� 7 h o n I A-28.56' e? `Va
'S •'� v .k '1 M tun;
y '�j. F �' - THENCE, S 87°15'27" E FOR 157.3 FEET;
ph k o� h) °h ryh. N O o _ G
I.. 1Bg 8 FEET,
1�&`ly r7k�,�k0' ,�O\\ 'r-.A pOsr,\ �k1�1� Q S,, 99 - 5k00k1�Q��. P/ 2 , N �'o THETHENCE, N 62°36'28" E FOR 129.00 FEET;
e`t� S \ ° 3V 9•. _ O�Y•T O±� ,I. •gyp THENCE, N 49°00'56" E FOR 544.81 FEET;
e g ',� , 6 #A\ -7. A 59` 6 9g y �O� - THENCE, N 73°39'16" E FOR 135.77 FEET;
- 56 Y1 54 �90 >`s' •� > � h 0 O? h9 >i 01e' "' •THENCE, S 25°i1'38" E FOR 412.88 FEET';
7912 65k9415 OA��. ti�0�� h° �S'a?. o �G o`'o _\ t�A y S S k 0 \ s raa F ° T,
'L. 2- 10, ,0 9 L > a THENCE, S 19°19 91" E FOR 241.fi6 FEE„
- r STORM WATE +� 5 15 �Jk II A \� , 37 �9 Gjk�-,k�1. }. �• a ,1.: .SOS THENCE, S 02 59' 35" ;d FOR 111.62 FEET;
~ DETENTI 11� tiS ++� ' '� \ ^�° a� SS ry ¢ ^ THENCE, S 10°09 03" W FOR 121.27 FEET;
3 C C/ /
�6� �.t08 �9 J6 �bS`�� 0>S ` 6`ti66 Oe1\• R 0'�o, 9 '\ h�,6 ,�`PTrr•o OS 5 . \ /� u�=5 3 /a • THENCE, S 66`21'26" E FOR 366.3 FEED;
1� / O- �' -.3. yN THENCE, S 24°03 U4" E FOR 366.36 FEET;
> S �j /-. N ?' 61` \ �r- p \ k h' F ry _ Q r �•,!� THENCE S 36.`44'48" W =•OR 74.24 FEET
3• h Os'O Ste'. `�� `Sd`' �' "� k1. •'Lh ` `SR N� �`? ry• -�, 50 i11i.pF` TO THE POINT OF BEGINNING, CONTAINING
2 cf
\ 74. 82' �63.40 6B' / ��>.?>, �`�• `�jo/ 36 NhFi v0'?, �.` ryy1' T6� Osp?y Fj90 44 42.516 ACRES, MORE OP. LESS.
p_6o.a7 2 'h° \c,' Y\ p 50 Ste. c� In s moo. g'
(�a 110
LAI
N8_67_2'9
'W Pf99 52 / ge90 0ryLha1h� q�s� tJ59�Odg2$8r
G•P58L�P6kG6'YI yI 66 35 4
A-60.82 ro 59 o
iy 5 _o
_ ^ S82*1' p T 5 60g / > v n y c'e k0° L° ry0� `Se• IS / ?r• \ �j1 SO' F / 59� 29f.61' EAST
Y 22548'20.t0'P S`��1G�L� 605i sV.
s N s"�'�'6 P 67 1� 'S3 \�j 34 kpF p 50
\9�F. O- NN i 64 w N W 65 sa.>�
229.02, N
? � -� 'r c j, � 0 1h 9S 9
3 sa277,o w �� >r 63 ���' ��� \ o P
0
Z
5, 4,, P,215,�,� SIENNA LAK
62 n �+O fl R, r 0 D r jj /
�"' Cla a� 90e �`9" p v fO 1' PIPE FOUfiD l.i L O l� Il /
^m '�• %j N r g6' SW COR. SEI/4 SEC.29
o o 58727'•j7"E '�� •.`�"Oh� " 1 S8727'37"E 23... e� 5k�ry 1,10• 'S \9y f o
Z 0I 187.62 k T-1-N,R-13-W
��� 109.96, Lo 101.83' 70.1, N82'17'44'E G3 `\ 84' � ARKANSAS STATE PLANE
C.P.TRACT J `oS872i37"E,q VN 4'56 W sSe• V 1A P,59• a1 COORDINATES NORTH ZONE-NAD83
Y NORTH=1 5295.354
199.21' cv 583 2 C. P. TRACT J 2 '
3/4' REBAR FOUND � - ?SS�/06p �1hh � EAST=1185295.354' -
HILI,SIDF LOTS 'SLOPES 18`<• OR GREATER)
AVERAGE SLOPE FOR ALL HILLSIDE LOTS - 20°
LOTS 1-4
LOTS 12-18
LOTS 25-27
g N1 ,�O J _ d y T'
AR AN$A5 I vi RFC F.TVT J
` 11024.24' - e �P° LITTLE ROCK PLANNING COMMISSION � MAY it 4 ZUII!
REGISTERED ` N872737"W c-97119' GQ. "1.SUBJECTTOTHECOA'rJiTIONS .
ROFESSIO
1/2- RESAR'� N89 5112`W � AS NOTED lN' THE PLM'NIN SSION Fjy
BEN � J BYNUTE CORD DATEBY:-
»
rvo.12 9 S USAN D
LEGEND ���7 1I-oil
'se J 6f _/�1 0-7
- a - BOUNDARY OF SUBDIVISION
- - -- -- -- - - - - - - - - - BUILDING SETBACK LINE
LAND LINES OF SECTIONS
CONTOUR LINES; THESE LINES SHOW THE
GENERAL SHAPE OF THE LAND AS DETERMINED
FROM AERIAL PHOTOGRAMMETRY.
CONTOUR INTERVAL TWO FEET.
C.P. (COMMON PROPERTIES) OPEN SPACE DATE OF SURVEY.
A= ARC LENGTH
R=20' ALL STREET INTERSECTIONS HAVE A
20' RADIUS CURVE
.._,_asses .,..o._-,--..,-._--o.,-.....-..,+.rr-.�........................_-.-.._+-- ......_�...-..--. ... .
POMTREE
NEAL ON M./
S USAN D.
POMTREE
LINEAR FEET OF INTERNAL STREETS - 4440 LF
AVERAGE LOT SIZE 100' X 150' -15000 SQ.FT.
MINIMUM LOT SIZE 100' X 125' -12500 SQ,FT.
NUMBER OF LOTS - 69 LOTS
LABELED COMMON PROPERTIES - OPEN SPACE
PRELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS
OF LITTLE ROCK.
AREA CURRENTLY ZONED AS R-2
SUSAN D.
POMTREE
EASEMENT NOTE
UNLESS SHOWN OTHERWISE ON THIS PLAT, ALL LOTS HAVE A SEVEN AND ONE-HALF
FOOT UTILITY AND DRAINAGE EASEMENT ON THE INTERIOR OF ALL LOT LINES,
SUCH EASEMENTS TO BE PARALLEL WITH THE CORRESPONDING LOT LINE.
FLOOD ZONE NOTES
THERE ARE NO PORTIONS OF THE PROPERTY PLATTED HEREON LYING
WITHIN A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FLOOD
INSURANCE RATE MAP PANEL NOS, 050179-0383 D AND
050179-391 C WHICH BEAR EFFECTIVE DATES OF 07-16-96 AND
05-16-83, RESPECTIVELY.
SCALE: T =100 FEET
DATE: co r
14;,2 0 50 100 200
PRELIMINARY PLAT SCALE: 1" = 100'
DRAWN: '✓rRS DATE: 4/07
SIENNA LAKE SUBDI VISION CHECKED: I DATE:
APPROVED: D.RTE: _
BLOCK 35 LOTS 1-69 FILE NO: _
PULASKI COUNTY. ARKANSAS _-_ DWG NO: C1.02
SHEET SIE�IIR T n,/� JOB
CD 903 NORTH 47TH STREET NO: FLED
tjlfl]I _jjjJ\ Prepared By: ROGERS, ARKANSAS 72756 N0: IN:
1 of 1 COOPER LAND DEVELOPMENT,114C. COOPER (800) 648-6401
ACm}�'rOrnunily YAIM ZEWPUM,M