HomeMy WebLinkAboutS-1146-B Map 11
I
O I
O 1
(5 P i PZ1 JNjpp,
/' OIION O O LEGAL DESCRIPTION e-vj�� S%'q1
O! !/ OO000 O A TRACT OF LAND LOCATED IN TIE NORTH 1/2 OF THE ME 1/4 1O O VVVVVVVIiO `J
(BK.4 PG.180) O I'r) O aF SECTION 7, T-1-N, R-12-W. LITTLE ROCK, PULpSKt COUNTY. "�i,
O ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: �s1�Uv
U
I � FOUND CONC. MONUMENT
Z " W1 2' N t 4' OVERALL -PHASE 1 PARCEL 3 -
NE 1/4, SE 7 T-1-N,
Z , R-12-W BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, HE 1/4, SEC71ON 7, BEGINNING AT THE SE CORNER, WEST 1/2, NE 11/4, ME 1/4. SECTION 7,
4 4 1 T-I-N R-12-W, THENCE N 02' 23' 03' E A DISTANCE OF 584.44 FEET T-1-N, R-12-W, THENCE N OT 2S Or E A DISTANCE OF 1289.44 FEET
�c� 4zsB t 89.44 DEED 129 .() 9
E 1214471 O 75 to THE POINT OF BEGINNING; THENCE N ST 34' 12" W A DISTANCE OF TO A POINT: TENCH M 8128 54 w A DISTANCE OF 843.53 FEET TO
484,57 FEET TO A POINT; THENCE S 02' 20' 28" W A DISTANCE OF A POINT; THENCE S 0T 30' 41' W A DISTANCE OF 265.30 FEET TO A
- 1-- UTILITY dt DRAINAGE EAS----- F- 118,74 FEET TO A POINT; THENCE S 3T OW 49" W A DISTANCE OF POINT; THENCE N 8r 34' 12" W A DISTANCE OF 16.09 FEET TO A POINT;
_____________________________________________________________________________________________________ r O N 75.00 FEET TO A POINT; THENCE N 50' 52' 53" W A DISTANCE OF THENCE S OT 25- 48" W A' DISTANCE OF 55.00 FEET TO THE POINT OF
7 i 46.00 FEET TO A POINT; THENCE S 3T OV 53" W A DISTANCE OF BEONNINC; THENCE S 87 SC 12" E A DISTANCE OF 185.00 FEET TO
' F_ 3 I 66.00 FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A
' h O 168.00 FEET TO A POINT; THENCE N 36' 6V 48' E A DISTANCE OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4T 34' 12' E AND
I z to tC I I FEET TO THE P.C. OF A CURVE; THENCE ALONG SAD CURVE 70 THE A CHORD DISTANCE OF 2828 FEET TO TIE P.T. Of SAID CURVE; THENCE
LEFT HAVING A RADIUS OF 50,00 FEET AND A CHORD BEARING OF S 02' 2T 48" W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE;
I s N IW 5r 56" W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T. THENCE. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET
I IIIca� OF SAID CURVE: THENCE N OT 2W 48" E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 4r 25' 48" W AND A CHOIR DISTANCE OF
11.. 70 A POINT; THENCE N Sr 33' S0' W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P.T. OF SAID CURVE: THENCE N 8r 3a' 12" W A
A POINT; THENCE N 02' W 41" E A DISTANCE OF 240.46 FEET TO A DISTANCE OF 59.34 FEET TO A POINT; THENCE N OT 25' 48" E A
E 1214400 ! Z I POINT; THENCE N 8T 34' IT W A DISTANCE OF 16,011 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 8T 33' S0 W A
O THENCE N OT 25' 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF ItGOO FEET TO A POINT: THENCE N 02' 30' 41" E A
I a S Br 3C 12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT; THENCE N 8r 34' 12' W A
1 o N 02' 30' 41" E A DISTANCE OF 265.30 FEET TO A POINT: THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48" E A
1 4 � I S 8T 28' 54" E A DISTANCE OF 843.53 FEET TO A POINT; THENCE DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING
1 F I S OT 23' 03' W A DISTANCE OF 705.00 FEET TO THE POINT OF BEGINNING 1.192 ACRES OR 51,937 SQUARE FEET MORE OR LESS.
I AID CONTAINING 14.205 ACRES OR 618,773 SQUARE FEET MORE OR LESS.
PAGIS MONUMENT #1004-0188 1; PARCEL 1 PARCEL 4
ALUMINUM SURVEY CAP `°I 0 O
_ 161 -
N 147180.64 AI �1 BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4, SECTION 7,, BEGINNING AT THE SE CORNER. WEST 1/2, NE 1/4, ME 1/4, SECTION 7. -
N 1 T-I-N, R-12-W, THENCE N OT 23' 03"E A DISTANCE OF 1289.44 FEET TO 7_1-N, R-12-W, THENCE N OT 2V 03-E A DISTANCE OF 584.44 FEET
E 1214259.3t I 41 TFE PANT OF BEGINNING: THENCE S 44' 05' IT' W A DISTANCE OF TO A POINT; THENCE N Br 34' 12" W A DISTANCE OF 200.56 FEET TO
ELEV.=360.03 ` ^ 206.12 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N OT 25' Or E A DISTANCE OF 90.00 FEET TO THE
I �� a TIE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF POINT OF BEGINNING. SAID POINT ALSO BEING P.C. OF A CURVE: THENCE
S 68' 00' OD' W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD
_ � .� 'r I OF SAID CURVE; THENCE S OT 2V 49" W A DISTANCE OF 66.38 FEET BEARING OF S 4T 2T 49' W AND A CHORD DISTANCE OF 28.28 FEET TO THE
14_81__________________________-_>.______-__ I i TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 8T 34' 12" W A DISTANCE OF 335.00 FEET
--_ I ® A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4T 25' 49" W AND TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A
p DISC IN `` A CHORD DISTANCE OF 28.28 FEET TO THE P,T. OF SAID CURVE: 'THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD
________________________________________________ N 8r 34' 12' W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE: DISTANCE OF 28,28 FEET 70 THE P.T. OF SAID CURVE: THENCE N OT 2V 49' E
" R - 165.00' THENCE ALONG SAID CURVE OF TO THE RIGHT HAVING A RADIUS OF 20A0 FEET T DISTANCE OF AV04G0 FEET TO THE P.C. F A CURVE: THENCE ALONG SAID CURVE
1,� T = 21.96' AW) A CHORD T BEARING OF N 4T 34' E; WAND A CHORD DISTANCE CK' TO 7' RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD EEP.T. OF
0 - 32'0T14' s2 �h•. L = 43,66' DISTA FEET 70 THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E A N ID 25' E; E AND A CHORD DISTANCE IS 28.28 FEET TO THE P.T. II
76.4,E S DISTANCE OF 207.t4 FEET TO THE P.C. OF A CURVE; THENCE ALONG A SAID CURVE; THENCE S 8T 34' 12" E A DISTANCE OF 335.00 FEET TO iF1E
R = s7; ` 1 7 I C7RVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
- 6n.� _ \ i ?- WARNG OF N 4r W 09' E AND A CHORD DISTANCE OF 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 4T 3W it" E AND A CHORD
L = 672r l; JEFFERS0 ST. THE P.T. OF SAD CURVE; THENCE S 87' 3r oo" E A DISTANCE OF DISTANCE OF 28.28 FEET To THE P.T. OF SAID CURVE; THENCE S OT 25' 49' W
"ti 50, R.O. W. 1 102.72 FEET TO A POINT: THENCE N 8W 06' 05" E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNING AND ODNTAN 14G
2N3.08 FEET TO A POINT; THENCE S 8T 28- 54' E A DISTANCE OF 2.713 ACRES OR 118,155 SQUARE FEET MORE OR LESS,
") 154.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACRES
__7� 1� OR 113,740 SQUARE FEET MORE OR LESS.
' 1 " '" PARCEL 1 A PARCEL 5
PP I
STATE PLANE C00RD INATES I BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4. SECTION 7. BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4. NE 1/4, SECTION 7.
T-I-N, R-12-W THENCE N 02 2S 034E A DISTANCE OF 584.44 FEET TO T-I-N, R-12-W, THENCE N OT 23' 03"E A DISTANCE OF 584.44 FEET
POINT NORTHING EAST ING DESCRIPTION DIE POINT OF BEGINNING; THENCE N 8T 34' 12' W A DISTANCE OF i0 A POINT; THENCE N Br 34' 1T W A DISTANCE OF 200.56 FEET
O 160.56 FEET TO A POINT; THENCE N OT 25' 49" E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N 8r 34- 12- W A DISTANCE OF 284.00
42 148456. 77325100 1214524, 66038000 PLUS IN. Co I REFEREN E POINT 1 5:2.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S OT 20' 28' W A DISTANCE OF 118.74
4200 148169. 53014403 1213651. 70114787 SETPNT i DISC IN TIE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A POINT; THE
NCE S 3r OS' 49' W A DISTANCE OF 75.00
4201 148174. 52564761 1213(51.91314794 SETPNT I N 26' 51' 38' E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT, THENCE N 5W 52' 53- W A DISTANCE OF 46.00
4202 148224. 4BU68336 1213654. 03314865 SETPNT PAVEMEN OF SAID CURVE; THENCE N 44. 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 3T OY 53" W A DISTANCE OF 65.00
4203 148229. 4761869a 1213654. 24514872 SETPNT TO A POINT; THENCE S OT 23' 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' 60" W A DISTANCE OF 108.00
4203 147928. 62309800 Ia I3657. 4514972 SETPNT N 147066.3791 THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE FEET TO A POINT; THENCE N 36' 5W 48" E A DISTANCE OF 190.93 FEET
4205 148I68. 85I57649 1213667. 69070I98 SETPNT E 121420 .2239 FEET MORE OR LESS. TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE Fm:XT HAVING
4206 148228. 79401486 1213670. 31963879 SETPNT A RADIUS OF 20,00 FEET AND A CHORD BEARING OF N 64. 40' 48' E AND
4207 348486. 84173624 l213681. 6370I548 SETPNT ELEV.=36 .95 , PARCEL 2 A CHORD DISTANCE OF 1862 FEET TO THE P.T. OF SAID CURVE; THENCE
4207 148496.. 83609836 1213681.63701548 SETPNTE 1214100 @ S Sr 1W 12" E A INSTANCE OF 345.25 FEET TO TO THE P,C. OF A CURVE;
4210 147671. 96022995 1213751. 45941707 SETPNT BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, ME 1/4, SECTION 7, 'THENCE ALONG SAID CURVE i0 THE RIGHT HAVING A RADIUS OF DISTANCE
FEET
421 t 147802. 66028174 1213%l. 90831389 SETPNT T4-N, R-12-W. THENCE N 02' 23' 034E A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF N 4T 3a' 12" W AND A CHORD DISTANCE OF
4212 147853. 49383933 1213764. 06513095 SETPNT 2B2$ FEET TO THE PANT OF BEFAHNINC AND CONTAINING 0.809 ACRES OR
TO A PONT; THENCE N Sr Z8' Ss' W A DISTANCE OF 843.93 FEET TO
4213 147923. 94753289 1213767- 05542341 SETPNT 35,158 SNARE FEET MORE OR LE55.
4214 147723. 9t924338 1213790.51400608 SETPNT I APOINT; THENCE S OT 30' S W A DISTANCE OF DISTANCE
FEET T1 THE
65.58
4215 147635. 94887833 12L3799. 37576189 SETPNT POINT OF BEGINNING; THENCE S 83' 45' AL E A DISTANCE OF `RIGHT
4216 147850. 96801734 1213823. 34715245 SETPNT � FEET RADIUS
THE PC. OF E CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING
4219 148166. 68170075 1213836. 74546602 SETPNT A RADIUS OF 25.00 FEET AND A CHORD BEARING OF S 40' 39' 38' E AND CERITIFICATE OF OWNER
h A CHORD DISTANCE OF 34.16 FEET TO THE P,T, OF SAID CURVE; THENCE
4223 1482t6. 1020313 1213844. 17716704 SETPNT SOT 25' 48" W A DISTANCE OF 207.32 FEET TO THE P,C. OF A CURVE: WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN
4223 147870. OL931 95 1213846, 2964854 SETPNT 00 TENCE RANG SA0 CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET
4225 14SL4S 8 168617 1213846 87949003 SETPNT ,- I DID CHORD BEARING OF S 4r 2V 4W W AND A CHORD DISTANCE OF 'RID OFF, PLAT HEREIN, 00 HEREBY CERTIFY THAT WE HAVE
4225 I48L45, 85168617 1213855. 87948003 SETPNT LAID OFT, PLATTED AND SUBgVDED. AND 110 HE BY LAY OFF,
4226 148235. 77075052 1213859. 69548131 SETPNT I 2d.28 FEET TO THE P.T. OF SAID CURVE; THENCE N Sr 34' IT W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN A ANCE WITH
4227 148442. 90785151 1213868. 4860a252 SETPNT Q DISTANCE OF 185.00 FEET TO A POINT; THENCE N OT 25.48- E A THIS PLAT, ,,
4228 147570. 8a852711 t213885. 62`.T07418 SETPNT OSTANCE OF 5.00 FEET TO A POINT; THENCE S 8r 3WIT E A ' r //yy''
4229 147799. 39467907 12t3914.03963004 SETPNT W DISTANCE OF 16.09 FEET TO A PANT; 'HENCE N OT 30' 41" E A 17 71� SLGN!qZ�'f-_�i\T_,
4230 147866 7L003022 1213924.10,22424 SETPNT Q I DISTANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTfyNWIpHHes4® V ``�511`
4231 147623. 53672259 1213925. 37't71010 SETPNT �"'' 1 1,117 ACRES OR 48,385 SNARE FEET MORE OR LESS. +e®®*+'`_� r+�Yyc q ®e �IiG; �
i^ V +7 _ __ NAYE
4233 147796. 35989561 1213930.87101896 SETPNT • D TE OF ExECUTONADDRESS
-
4234 148142. 45968503 12I3935.80753724 SETPNT qe � `��,*., ®-
8,.,� �/ Ao SOURCE OF TITLE: D.R. BOOK 278. PAGE 553 - HST. N0. 57095
4235 148232.37874939 1213939.62353851 SETPNT n @ ' �C ,.. JL w
4236 147845. 88001563 1213943. 23923896 SETPNT 0) ' ® ->3 i 1 = n SOURCE OF TITLE: D.R. BOLE 278, PACE 554 - INST. No. 57096
4238 I484n 32772146 1213948. 40607587 SETPNT a - "-. , ` Nay Q SOURCE OF TITLE: D.R. 6001E 278. PAGE 554 -INST. NO. 57097
4240 148161. 59369905 1213956.63755192 SETPNT 00 = Q "°,* ® 0 "
424t 148211. 54873480 1213959. 75755253 SETPNT - SOURCE OF TITLE: O.R. BOOK 278 PAGE 555 -INST NO 57096
4243 147594. 51405183 1213961- 06242796 SETPNT - . IU.1 ._-L - � ® SOURCE OF TILE: O.R. BOOK 282, PAGE 177 - INST NO. 57099
4245 148463. 24247484 1213974. 50683739 SETPNT i � � y n SOURCE OF TITLE; D.R, BOOK 604, PAGE 15
4246 147654. 29573560 1214006.35205465 SETPNT s ` � >•
4247 147772. 93277770 1214011.20236590 SETPNT s - w
4248 147781. 72/20223 1214275. 1262517 SETPNT os ,�Q�. o CERTIFICATE OF REC ROING
4251 147831. 72I20223 12I4275.8t262567 SETPNT •44 t�//y. I�C,so 04® 5`Z/�}J�rE�j
4251 14783667621874 1214277. 93307976 SETPNT . 4e4 W(f( ,I1t11"-o0* THIS D T R,yLN �__ L"�Y_ FILED FOR
4254 148L47. 38984315 1214291. 33278369 SETPNT SURVEYORS NOTES •%44ana,a4'' RECORD �SY - _ f$ IN PLAT BOOK
4255 148197.34485966 1214293.45323778 SETPNT O _ -- PAnF �QM� _�4F ,T -DIAL 'F•
4259 147760, 891/8764 1214294. 94663968 SETPNT I DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF. _�A'F1'C51 71V %�Z� � CUIf �DUf1 L/ ji {.Ng'o6ROr
4259 147850. 81013200 1234298. 76309007 SETPNT slkN � _17 -�-, tc-bM irGi
4260 14BL26. 55972782 1214310, 46679343 SETPNT W� BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION,
4261 149216. 47877293 1214314.28324809 SETPNT (NAME)
4262 148282.$0029366 1214317.09814761 SETPNT 061 ). IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER
4266 148280. 68004307 12t4367. 05317267 SETPNT .i 050181 OOIIE - REVISED NOVEMBER 3, 1993, INS TRACT OF LAND IS NOT LOCATED
4267 148463.567068" 1214370,18592300 SETPNT I MINN THE 100 YEAR FLOOD PLAIN.
4268 147752. 38722888 1214495, 33127263 SETPNT - CERTIFICATE 0 ENGINEERING ACCURACY
4273 148308. 72120943 1214381.25503442 SETPNT I
4274 147758. 77118693 1214344. 90167544 SETPNT 4, THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT na _ J
70 PRD -PLANNED RESIDENTIAL DISTRICT. I, 3Z HEREBY CERTIFY THAT
' '- THIS PLAT CORRECTLY REPRE NTS A PLAT MADE BY ME,
I 5, EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE
PHASE 1 UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT, ROC( SUBDIVISION RULES AND REGULATIONS HAVE BEEN
I N COIF IED w7H.
F. ERROR OF CLOSURE = 0000 _
E 1213800 I W /® 2Nx+e" SIGNEo /
Z \ THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16, 1979, OF RECORD DA OF EXE U110N NAME. REGIS7E% 2
O ENGINEER NO,__1 .} --
I a AS INSTRUMENT NO, 79-54736. AND RE -RECORDED NOVEMBER 19, 1979, OF RECORD AS �r
i o INSTRUMENT NO. 79-55006, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF
1 AI THE RECORDING OF THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS.
CERTIFICATE OF SURVEYING ACCURACY
I ,S I, BY CERTIFY THAT
j ® THIS PLAT CORRECAr REPRE A BOUNDARY SURVEY
I :n \ �\ MADE LL VERIFIED D RE, ALL OHUMENO REQUIRED
LEGEND Y ACTUALLY ALL EXIST AND REQUIREMENTS
CORRECTLY SHOWN HEREON AND
THAT ALL SURVEYING REOIRRENENTS OF THE LITTLE ROC(
I
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
i I V�_
s FOUND SURVEY DISC i z� one°f-��`„�DI,�+ -
REllS7ERED. PROFESSIONAL
O FOUND IRON PIN n OU a NOTE: THIS PLAT PREVIOUSLY RECORDED LAND R -•
IN PLAT BOOK F- PAGE 185 ON 4/20/98 NO.__�__
se, to FOUND CONE. MONUMENTI, 1 Z SiL00 AS MADISON HEIGHTS SUBDIVISION PHASE 1. "R"A"
SAS
&r,, 'as' �� CERTIFICATE OF FINAL APPROVAL
7y GRAPHIC SCALE
Z REGULATIONS,
S, THE ALLLITTLEO ROCK SUBDIVISION RULES AND
¢O4'gi 60 0 30 60 120 240 RECULATONS, AND ALL OF THE CONDITIONS OF APPROVAL
" IS HEREBY
'40E ACCEPTED. THISCERTIFICATE IS HHAVING BEEN COMPLETED. THIS EREBY EXECUTED UNDER
Eqs i
THE jAUTHORITY
OF SAID RULES AND REGULA
e�e", I _T�Lz✓ (SIGNED)
- %E--------- ----------
( IN 1' .�"1' ) DpiE OF E CUTICN L.R. PLANNING
1 inch - 60 tt, COMMISSION
01011111
` REFER NCE POINT
DISC i
�11i 9 PAVEM NT
Ri N 147 24.8555
6�C ;, �� E 1213 89.6575 .- .�
NO 47L4441 NO7$4'44'E +1213500 END
/5,99' FENCE MONROE ST. 4/71/00 JHM REVISED EASEMENTS AND SETBACKS
----------------------'�------------_- ;.. 50' R.O.W.
----- _------------------ ; �__________/____� -_-_- DATE BY DESCRIPTION
ND2'08'44-E Np ' ``E `,'" - I FINAL PL RE\ASIONS _
43.81' 7U'04"
23.23' a I As Sign
�I i "6sF ® BY:
N,
z DATE: 70 fl
W 11 m '@o ' 3 ( VJ a /y
2,1 ,w;v DIY 'Pi" izi, _I zip •@):".,' -/// ��/•_
C 2I 3 00'• 4r.r1, , WIN ,.;1,2 ` ,
. i n '19I - h A,� "I ID, 3i w' 3i W i � - Y N *444 N4PTffp4A FINPLAT2.OWG
N .: , ,n, PAGIS MONUMENT //1004-0189 �• ; IV (''�� V 4 4
QO W I f1 U- I ALUMINUM SURVEY CAP X % J� / � - w i aI w 1 40N d '44*4 {ji$ E fh4
F G DATE SHT REFERENCE
i i 1I = I N 148157.59 4e IOi .'- { i"U.i r i a e.' 4'v .... '� A"�io
0^D a i zj � l E 1213431.56 - 11 zi = zi � � Y� i � ''� STATE OF �
�1 96,10, ,o nN ICI IoI w . 4 AR ' . .0. FINAL PLAT o, r.............".-----w`---- ,_i ELEV.=334.47 m\ / . ..
' ' Io I ' z I �i� i o, i o1 ` Q '
z N 1 i!. 337t1, -- y(2.70 " ' : - DIS HEIGHTS DIVISION-PHAS 1-AMEND
N023t Ot E 6103 fV\
'•
DyN
�, ,.____________________y e _ _ _ ___ ___ ,�W � 2t5.79' ,
______________________-_____-__ 1
------- 1 E E
® 0 S B
344.10' Cj
Si ?I 66.15 Mr . -aii3_ 1 L - - - - L a �s A
'�i mi 3 aS 15' UTILITY & DRAINAGE EASEMENT O _ :Cg1.r Of�lONAYU �� The Housing Authority of the City of Little Rock
- i I I " c bN F ND NO2' 1'01 "E 430.91 1
------------1to_og-------------- -' ' n n IRON PIN !� u i w
00 Z to
°W FOUND N 1 8301.2342 ✓/ 1 6 FOUND i 0) E00
NO2`23'04"E 1 0.00 IRON PIN E 1 133690 4$0 �C�DEOI IRON PIN a
FOUND N 148302.2073 a0 ,/Y U V\�`p R N 147871,�161 r n
jq��� t ��1 IRON PI '( O�� G y8 / IRON PIN E 1213345.3676 v V E t21332q,44a� 1
t_\ 10 N 1 .793a P, P'S�1P RON PIN N 148367.32 ® � O O 1
�✓� E t2133 9.115NP N 1 9.91140 E t2t3372.2
"''U 0� E 12 3313.2$ 05 0 1
V
REFERENCE POIN
+ IN CONCRETE
fE
1214524,6604
Le .v 327,94
41111f4A
POINT OF BEGiNN _
ARCEL /t
G
(9)
O
O
N
00
It
/ _ ________ _ _ ____________________________________________________-a3.
1 Z 705,E 77.25' ____________ __ _ _ _ _
00 60' Urn' & 'O IN O POINT OF BEGINNING
j DRAINAGE EASEMENT n
1 tUi o OVERALL -PHASE 1 doY In PARCEL /ta
0) e ;502'23'OS" N8T33'S4"W aU 0�_ ___ 110.08' IOGO ' `j - I
81.25' Y--_- I SOT23'03'W 192.91' E t io I mb_____________-_______-_______-____________________._-_ __-__________ 4_--NO3'38'S9"F�_ 226.41______________ __ "'
iN. FENCE ?�ss�� - ti18oc,6- -- - - - -- ar3,2s'12"W M4i $ I^N
Go .COR, 2' ;/l' 9 - ,i0433'_.__ i Q
01 - - 0 - 4851'38"
DISC rO REFERENCE PbI R - 38.0 I --j- R ' is'o°os:00"3 ZCL
IN PP DISC IN PAVEMENT T = 17-26' I T - 75.11I`. � W I
53-3T If N 148465.0910 i _- L = 32.41' = 117.92 56 N c 11' O
I72441t�C14401.5400i ta'sETBACK'-z�r-ss56- M
_pW/ 27 ___ __\f _ M
El, , .t` �_____-_-_ U•ROTTTASENENT--_-___-_-_-_-__�_-_-_-_-_-_-_-_ _ �,i:po -
I Pt 4266
/ _ m _
ELEV. 328.21 I N NO2 `49 E 322,38 Pt a27+ z' 1z __-
IN 1187 4,
' ' r38 E " 148no JEFFERSON STREET N 147804.7906 " c i
F_ 1 � 0= 228'51 W 263 E 1214337,3532 E t2u327.8349 N J E t21431994a2
W NO2'25'49"E 96.56' _ 3t,43'
W 10'UTLITY EASEMENT R 38. _-_-__ 3__-_-___-502'2549"W_-_-_�_____-___-___ ___
}_-_--_____________ '_.{-_______-___ -_ P.O.B. N42'34'12 NO2'25'49"E
n -_-
I_ rr^-------81 35 -'-------� I r+ T = S02'25'49"W 140.00 a,, 366.00' 45.00' -Pa BEGINNING -----'-------'
rn 3 S68DDoo"t✓ 6638 i /5 - -
zs
PARCEL 4 28
'n"E Pt 4256 PS 4260 %
' Pt 4261 �� , ! NO2'2 ' 9"E N 1,',' UTILITY EASEMENT
M O I ' N /48310.3326 I 6'9,20' _ C A ' 28. ____________ - -§ •- - S.00
r I i\ `� � _ _______ _____ 5`49-W___________________�78..�__ _ _ 1___it �. F--_________________________________________________________----- sig-39z___
N I I E 1214343.2892 i , Pt( 4262 S4771y9-W- \ 4 � )y�A y-t _ _ _ _ _ _ _ - - _ - S4722'49 _
I to � __ _ R - i Pto 425I5 r • W , ; - 4' SETBACK ,� I 28.28 \' I 14 50 :. ZQ;:
1 I -\ _--1 \\ 74' SE"fBAL I A = 90'GG'M I -I i, I tY 4251 .t 14. C,� .1 i
t~/1 Yj 0 = 89'59'59" Y Ill 1 R 20.00' vi A^ ;`ra ,6 G = 89'S9'59t i n = 9000'0! ` ,:'
*, R = 20.00' I ;®I T = 20,00' to ',a �e . o R 20.00 i F11
wI I T = 20.00' R W <I L 31.42' 'N ' , 5' UTILITY EASEMENT w T - 20,00' Ii R 20.00'
I' _ 'I li T
I i • I I, L= 31.42' , 0.00'
I I I - L= 31.42 , I I Li'NQj'35_48_g----- 71.5-1 -atill- 1 i_-NO2-25'49"E_________1�.1�L_�_______ AZ02__________-- I L= 1.42' ',�
I I I zl I i I _ 75' UTILITY EASEFENT N S1.5T { :to
16
' , W, __ __ _ .88�'w 20' UTILITY EASEMENT J , _ _
I. _ O
I I 1 <1 `�: ________________ 2792 ________-_____ I EASEMENT . 't 7.08'
II 66, r 80 I
3i ul ■ ,jn I 61.SO'-'I __ 10.00' T $i II
5"I"I �I ^ �% i I I 'g;I �15.00' 'it to V I N
I I I zl o f �4;3 L, I I , ^ I$ P"
, W /�\�/ _,Y �O I r i
'� l'^ P E� 1jV pI I
'� I HIM I 7r Iw
N -i' k�,` SO. 1 M I '.•i 1 Yt t i= I N
r 1� r1 `5'IAO I I 'i°°'' I 'Iz I '- "I'IIm
I
F
z, ,Q,p
I , , 1
-7 1 o;o 11 >> I I, I I NO2'2541}"E mom', z I i I� W' 1 W I�
z = I n'6 1 1 __N_0__2'2__r_4_5__"_E___7t 7+__ _I _ _____5690__-__, ____54_�i ., i =' WWI N 3 I. ,
W b
}
'A i I i. , , I 10' UTILITY EASEMENT I 10- UTILITY EASEMENT i I �i a �' �i e+ t , 7I
I m r' 1______- _____ _� F _ , a, , w m p
1" S' UDL. EASE.z� " 7L75'_____1 I W,,,I r_r___-________ __I t__________5_______. I w� Iy of 3i>i
M u____-______________I NO2'2337E iJ �.50' 540
___ _______ ____ __ n' I I I � I " I +
W I r1 < f
O�Q o '; H� , ' �✓qp I w i '- if'�� i �!: Ilm v I 2 MI
' i #ii'i I I .0- m w I PC F'(. 01 oI 1
� '� a IN ,"' = '12 Y "I�3 g0- ��', II 3 I i 170.
5 Ei 121410E IIII m I ^ i �`' S- ,� 3 a G,
I ^, a 'd p z' I /N
F i I n W tjl 1 W iW ,t,N II .V I tIn , /}}
IUI W U1 I ' 1 )Q E`EN
1 in 1' `v N I I0 W. J i i , 1•I IH 13@6'1n�, O) Sk.M
'N%, j NO2'25'49"E i ' I n I M $ ' S.�p'~:� "T
Pt/ 1H 48 -' - I Ip i 20.00' ' 00
ZV i ' ''3`II I N n1 ;O I NOZ'25'49"E \ " Z 01"0 ,°' t'Y 04A,n'` . 't.� 7.58'
4ti 'IRE I i ? - `_ O;� fis.57' �, Z Pt0 4502 ''2$1iW 11$:7, -,- PtA 4246
I
O
I
t
, '
I ,
.- I , ' I I m
n S
4, oH N , 3
I I z1 1 I. p+
, IN02'25'48"E N8T34'12"W I I_ 5A _50 _-___j Zvp%r- "4 m ,� b .
Iu
yN , , , , 500' , 1 r___- - , 140.,6' ' 'r°>t_-36_65___' i a: •r254U_�Y.00.O ,'I,TB. jsBA
,
8 I I 5' EME , L8 10.55' $___--__________ W ( p;,V 7`;, 9e
, EASEMENT i -��- 1 UTILITY EASEMENT V' l 4;-,. O O
t0' UTILITY EASEMENT _-__ I ______ r_ _______________ ____ _-__ ____ ________________________" � ,; ,?ia. Flip
1 , �_____ _____ _r_, r _ __ _ _ , I NOT25'48"E � e @'`
N0225'48"E 91. NOT25'48"E 9950' NO2'25'48'E 193.50' = I S,I 02i"" )
. p = 90'08'42" ----- -- -- .. -' 43' i 1 1 p _ 90'00'00" ' a 30.76' •6,, PtN 4243
so 46.W W = 900000 i,,'I A = 9woo0`00" s iI. I I m e`, .0,, „�
iA � R = 25.00; os' R = 20.00' �i I I R = 20.00' YSiJ R = 20.00' M 1' ; I 0 = 55'30'00" 4
4n I j T - 25.06 a I 0 T = 20.00' I^; ISI T - 20.00, ` "- T = 20.00' j - I pI- 5 ).g ?s
24 l <i C 5' UTILITY EASEMENT ,n 41 o R - 20.00' �t M, ":s,U.
t tr } 5 L = 39.33' m *; ! � L - 31.42' �tN 4zao 1 L = 31.42- n i L = 31.42' t PtN 42 6 N T = 10.52' �{4� `3 �
, _ _ _ I Y
Na 1 W i
o 'o
' "E m N z ,
234 2
T30 4T2S'48"E P
4' TBA
h
`. 40 10' UT1UTY_ 14' TBACK PtN 42 1 1 I ----_---SE CK 19-37'
__' EARS NENT _-_-_ N4 1_- ,' f :,L„�-18,2�__10' UT� EATMSENENT_______________-__ ____r__ -_ _________ Ptd L 4Y0'48"E 7•
17.71, - NO2.2V48"E 207.14' -•- Pt 4234 NO2'25 48 E 276.00 Pt 423Q'. 7 I ` Pt� f 4229.,`t� 2' � CELF. EZ?!p Ptp 423f sU11I ;
l• O �Y
` N 147822.59&5 I �O$ SO'
ry 1 t .1152 - E t2t39G2.2151 o ` N &• , _-,\p'55- PIN 4228
lc�E 12,3897.7515
NO2'25'48"E - 3 -_-MApISQN STREET_-___-_-NO2-25'48"E__-_-___. -_.__- -_ C, \, 3sSE.7ye `- �S'6 / i
___ _______-_-_-_-___-_ 325.5� _ _-_- 3fi6.00' O_ ♦_ SAeCSFMFNT ��9"4-
N 148544.3634 I N 147823.4465 I \�`HH��/S O
E 121391L5544 - I E 1213882.2332 " O71/ )9 \`\ O
PtN 4227 PtN 4226 I PtN 4225 PtN 4223 `�)� ...B�„ '.O 0
z7r , - S02 25'48"W 20Z32 - _ S02'25'48"w ---- 276.00'_---------------------- - I`�FT ^moo ______________________ Pt/ 4219 " ___.�2, 'fs.E___ __ _____ __ -__ _ _-_- ��_-_- t/ 4214�
J " i1LfiY fik MEMT_-_-_-S'47'25• . PIN 4223 28.28' ', ''n HT-�14' SETBACK ' :n , \ `:\
btµx2, 34.16' ta' SETBACK 2828 ' ' p m 90,00,00" 1•, I Im 28.28' - \I
__ \ �4z,
W t Q - 86"t0'52" = 90'001 `. I R = 20,00' I' �5' UTILITY EASEMENT ", w '�•�" I- \ h� ` I
IV I IR 25.00' R 20.00' ��i R m, T = 20.00' �+ N �; n R = 2 00' } N8 '34'92"W POI 42i4 O Bt
IC) i T 23.39' T 20.00 �I I "tr L = 31.42' ? i p T = 66 9.34' W : , '' \ry
00 I '�F,N$¢l-_30_E - -- 3t-42' ".. I11 .. L_�_ N0g'25'S3'E 100.N2 ' I NO2'2V53"E 99.70' ' I'^ L = 311, 2' W q'a11.'' Q' �0
N 9 104.48 ______ ________ ..______________. ____________ I^m 5,81' ✓, 9'S N
Z
" 00 , 25.00' 11 _ br, $ G 15' UTILITY EASEMENT �0-•
D I �- I I �y 95_9Z' _ iv I PtN 42i '!j $
OD h 1 I E 12138D0 -, r ____ , , �.,1-I __________-87.78 _-_______- 20` UTUtt EASEMENT PtN 4213 - L PtN 42 "�'" -\ Z� 6�f `s q$"
N b ' I .Y C4 w i NO2'25'�3"E 144.34' x °.' $ � ' _______________ _ z_-[�_________ __" �, ; •P-NtYt`45'4$"E-' 21.40 j i' ' "�� 00' F
m =I I ^ dl,r; .- I `o - 119.94 1i 'vNi 1 `72.4a• ;. ='`113'48'32" %S PIN a210
' go I H I a n'N ' N8T34'12"W / 10�- !2; I 1 R = jO;QQ' N 147658.2565
n m \ ' .(` , N 147828.5063 O
io I '`T, ; I ,,' I I I m I i V 79.34' ��y 6.47'i I 1 S E 1213763.0052 T= 76.71''�. F A E 7213778.6887
W ,� i N o , M ., i �VV N •- , f, I rL _ n YY I . . O L = 99.32' h'
p, rd1!' � I S a �ci% W .d isA+'in, S�, 'ai W I I o= 34.35'34" '9S
n I W. ft0 i t o 0 'J I=mi IR = 45.00' o
a , zlc, �� P p. F- yN a PC it' aQv, 3 iT = ta.ot' % '
IV
M I I iL I 11_nhS • 611 I"+fYm ,t 10�' SO'- 31 ','oI 10 IL = 27,17'
I 10 6.
I , o`I�•y!;'��15' UTILITY EASEMENT I. -
I N Np-h' � I i� In 4@f•`'`
NO2'25'S3"E ' y1�/ n; I OD :„i
L__ 63.88' j , 1," � , I i 10' UTILITY EASEMENT i Z.
I i c"'v
7.00' 10• TILItt -------- _ _ _____ 3Q ____
PIN 4 IP1014T
t/ }fI10733 NO2"30'41"E 265,30' r 1 T ,4• NO'�'�• i3.6 240.46 ' i N 4204 Pt
_ . 4 '%I i n 5.00'
PtN 420 Pt 4 02 -_-- N8T34'12"w 'a;
58T341 NO 5'48 s76' N°; ' N°
OF BEGINNING 16.09 " 00 N87'34'12'W n! "- I
LIMITS OF PHASE 1_/
°' Z
I NI w ,
PAfNEL /2 / PtN 4201 NO2'25 WE i M.
I
NOZ 25'48"E 4B,s9.so3z
i m 5.00' E 1213652.9731 5.00' I W i 3
Hod i � I^
'o POINT OF BEGINNING "
F In
F PARCEL /3 1 N iz
w
P 3 i
V) d iI
L~•T � CO I I REFERENCE POINT - �� -, _ -��- - _F -__.
M I DISC IN PAVEMENT i
r M I
to N 148502.7364
L' 1 i E 1213498.3310 -NO2 26'44__E 394.46' ________________ _ "ti r =
, II i/
NO2'29'59"E
3 I - 70' UTILITY EASEMENT ----------- + -M-z-Air.
ELEV.=322.06 - - - -- ----------------------- -
iilll/382.7$
I E 1213500 rp ,5.66'
M dFENCE Mi i �I i
DISC iI -1 CDR. -i W.
IN PP "; I
IRON F�N
N 147 72.0414
E 121�317.3598
O I O
19, ` .
4g
NO2'20'04"fth L I� ,` �� o �� I PEED 651.3') , � _ *'•1,10 vI °�''�,%% FENNELL PURIPOY ARCHITECTS
/ Y Y x�1 y� I y y17 I/ Z N M U ENT ,��d4N� + iA�00
P I V r I TY 0 V I I� W (. I S o N 1213 2 0.844 E: ,� DATE: Ap�L 11, 2000
V \✓ „ � � E t2t3290.8488 DATE:
O (SK,4 P I, 192) I AMI ENGINEERING INC ACAD- FINPLOT
C� O N N u7 O ' VIEW PLOT
o 1 O HN DESIGNED BY: KDV ENGINEERS ' PLANNERS ' SURVEYORS • PHOTOGRAMMETRISTS
O O I @ O I W DR?.WN BY: JHM 201 Markham Center Drive PROJECT p: 9908056
1 0 1 1 P. O- Box 25937 * Little Rock, Arkansas 72221
1 I CHECKED BY: DRV
I I 1 AoSanvlrn av nRv (501) 227-7117 Fox: (501) 227-5755 SHEET: t of t >