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S-0054-Q Map 3
NW COR, SW t/4. NE 1/4, 8_-'30-00" PUB E 80.00' S 89'18'00" E 215.00' 80.UC �ApO 1E. 90.00' `F e9 �, we 65.00' SECTION 8, T-1-N, R-13-W S 89'30'00" E 573.53' 15 EASEMENT l F ,s EASEMENT, f N 00'30'00" E 115 95' Z bi i ji I L I M 16 I o m I zI mI �I 9 15I I� I 14� W. WIC rr S 89'30 00 E 29.80 LBUILOING " of S 00'42'00" W 115.85' UNE$ _ _� .a- - �10' EASEMENT2 - - ILDINGUNE v7W'79.6G' -� z I i-- 90.00' eotla•oo• 65.00'rovo'oo 00 In 3�--CAEGAitTRAM (50'R/W} N 89'30'00" W 1}9.30 PT tttt N 89'18'00" W 182.65' r rs r S 06'04 06 W 50.22 •- �'oo_ 1. EAS- o0 1 r 9Va T--I' 60.00'69Ki +' ,0' EASEMENT •, --) u 1 °+ 10• EASEMENT �I F� CURVE #6 W 25' BUILDING UNE wI 11 I 2 ' UILDING UNE A=,9'SI'tg.. _ �IW Ip �I I I I I R = 571.10 o V) 34 I" NI I L = 197.99 o w , 1'= el 1 93I I 94 Z� W T= 100.00 O t o C = 197.00 z S 01020'16" W 121.66' O L --118.97 J P1,•' It N 1 II WI I WI o - "' 1 y I r15' EASEMENT , r 6 Z `\ 1' l£ I.ya wl i.;. 4 h Z w �N m\` .^L 8 J eG.aa �'� S 89'18'00" E 160.99' S I 35 _ 10 EASEMENT I3Tl9 { 'Q;tsy93.65' S. AEMEt - 67.34' 10 - 37 N h 128 al 10 -54 127 N 25'01'13" W 100.39' \�- PCB;' \ 2 Zu,a 36 \• 126 0 , .EASEMENT 1 1 u ,�) 0. 129 VENT f v iO- uN/ 1 t `� 9 125 G2 O'er N 05'46 34 E 93.00 �-© o S BJND/S �,i,_-,. -'t'. ,;a � y`�c✓` �. r £ r r r r r. ,� o. SE-N'/ 6• � 51.95' a 1 � a 4, pt Z' 37 Z'^ ;,r Y-.- a° / / d6'j4 i' W -_- PI \\ 00 y \ b� \, _/ g093 PT c' _0�03 N 785f11" S 82'34' 24" E 16.60' W I \ 1P y o _ W \ w Z - .. _ 125_BUILDING ONE- ]�s �p.� �- - �\ e . ` CURVE #5 F E sA EMEN! `S�os�p3� �;, je?� (� - R''Pc ��� CURVE #4 \ ' S0'_ _ PT 1�i T o \ r> 1 a = 28'14'07" \ - 153.57' g5 %EASEME� { ; - �\ \QB9 R = 144.01 LR = 154.32 O ---r- PC ea 0s 1, I. oA'41 `5 OUL,.D,NG uNE 'ol N \ \ L 152.34 1; T - 84.17 T = 78.76 PT _ _ _ - g45735"'N 152.�6 5 5S ^ 1Oy. �2 �.` 'm \ \ C = 145.34 C = 152.76 --. --_ PI `� 1 p a .�� \ 1-e 80-55'22" - - , iO: s r' 149 W >8.76' f .rzs'' 97 \ *- 130 N 08'03'59" E 50.01'J"J ' 1\ s " rj. -677 1, �,�6a.aG��� o �J. 1 1s \`\ S 27'43 27 E 86.39 10 EASEMENT _ 1 �I , \\Oo 120.24' JJ�' V5 EASEMENT 109.06 INS:1 0. - _I 25• BUILDING UN II IPI � 1 I$ S 88*03'19" W 109.06' ° z 1li'z V I� �- mm 13156 54 I" N 07'03r 22rr E 118.95' IW I iZ" 15' EASEMENT- .i.6 1 II -� I _101-_ EAS-E_ MENT_ L5489.85' y�l�i to,s$ CURVE URVE49'4#93 73.21• 40.1824.75 0,o- R = 572.^8aG14111 q32 " - N 89'22'00" W 113.40' o Pc cA W � L = 10.00 o - C�7 I 1,as� I m a I T= 10.00 ;o,l In I `� 110.00' C = 197.C1 & o 8 1 4j4� I g l I I to e 133 I 58 I I m•I I e I I 110.00' 8$I -- Ig II I ul 1 61 I 134 to 'Pa 59 I 10 I I� 8I R I n o.00' I g g s I$ � of z CIS 60 17 o a CD�I ZI 135 <i' O I 19 1Iy� cQ I 91 'A - I C m 10.00' 51 g O n 0 g gl nl I$ O I of 61 1 � NI 136 I�a o Izi Z -�j �I I o It vo.00' O 1.I I V) I I �, sl s w I 62 I� N I< j 137 �� 0 110.00' I o , � I. 0 1W I" o m l 63 Z IN PT 138 1 �� m o e 1 t 5.43' 109.35' al 64 _ 1 139 CURVE # 1 CURVE # 2 ,8I b`"' i 1 w I 8= 1700'00" 6= 19'31'47' AP ' 19.52' I I �' 1 1 IL I 111_- _ - R = 334.56 R = 802.95 I I ql 'oo I 1 25 BUILDING UNE I L= 99.27 T 50.00 L= 273.69 r 1 --1 ;covs'oo- = T = 138.19 65 I NI o '1 I 131.81. C = 98.90 C = 272.37 o zl } N '00" L ,2arr 1 IP11 T o al 00 PI 88'4 �ZGo' Ws�- --- 9 90 W 50. 0 � AL�ARY TRAIL (50'R/W) 'o \ i'I 5 PT 5 82'42'004 I � `0' EASEMENTV O \ 1/�, \ I A, 6 / \ I 66 (� =�15 7'Q °° -E)UIL 1ING UN N 88'48'32" E 3.70' I I a I o '�.`, NI l °' o• 25' BUILDING UN l ~ 1a.o4' ,� \ I o y w \ I 67 L , 67A rn 1 s _ _ _ ��- I \' S 01612'00" W 114.80' 15' EASflAENT I �15 EASEMENT yos7oo' 159.34' nsn'w' I PC �'O� P 64.42' N 88'48'00" W 287.64' PROJECT U VICINITY MAP BAL DESCRIPTION Part of the NE 1/4 of Section 8, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Commencing at the Northwest corner of the SW 1/4, NE 1/4 of said Section 8; thence S 89'30'00' E 573.53' to the Point of Beginning; thence S 89'30'00" E 80.00'; thence S 89'18'00" E 215.00; thence S 00'42'00" W 115.85' to a point on the Northerly right-of-way line of Calgary Trail (50' R/W); thence S 06'04'06" W 50.22' to a point on the Southerly right-of-way line of Calgary Trail; thence S 01'20'16" W 121.66'; thence S 89-18'00" E 160.99'; thence S 42_'48'14" E 121.17'; thence S 41'27'07' W 148.01' to a point on the Westerly right-of-way line of Mesqquite Circle (45' R/W): thence along a curve to the right havingg a radius of 121.51. and a chord bearing and distance of S 27'43'27" E 86.39'; thence S 88'03'19" W 109.06'; thence S 00'40'00" W 644.64' to a point on the Southerly right-of-way line of Calgary Trail (50' R/W); thence along a curve to the right havincq a radius of 309.56 and a chord bearing and distance ' of N 88'48'32" E 3.70; thence S 01'12'00" W 114.80'; thence N 88'48'00" W 287.64'; thence N 00'40'00" E 661.60'; thence N 89'22'00" W 113.40'; thence N 07'03'22" t- 118.95'; thence N 08'03'59" E 50.01'; thence along a curve to the left having a radius of 288.15' and a chord bearing and distance of S 82'34'24" E 16.60'; thence N 05'46'34" E 93.00'; thence N 25'01'13" W 100.39" thence N 00'30'00" E 198.58'; thence S 89'30'00' E 29.80'; thence Al 00'30+00 E 115.95' to the Point of Beginning, containing 452,082.71 SO. FT. or 10.38 Acres, more or less. X 1' - so' 0 30 60 _ - - 120 '_NERAL NOTES: leALL EASEMENTS SHOWN TO BE USED FOR UTILITY OR DRAINAGE _. IRON PINS SET AT ALL CORNERS ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS 1. ALL FRONT BUILDING LINES TO BE 25' UNLESS OTHERWISE SHOWN NO PORTION OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN r. ROR IN CLOSURE: V IN 13,647' I p�S3A E S r. ARKANSAS ERTIFICATE OF ENGINEERING ACCURACY + + . PATRICK M._M_CGE_T_RICK______- HEREBY CERTIFY THAT THIS PLAT CORRECTLY RE GI STEREO REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE PROFESSIOA'AL LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. ,p ENGINEER �. * * * G SIGNED No.4566 �'0• M' LATE OF EXECUTION �- TION NAME, REGISTERED PROFESSIONAL ENGINEER No.AU-6- ARKANSAS ,ttttttrtrnnrrr, ` C.1STEk��'�.,, CERTIFICATE OF SURVEYING ACCURACY sT-ATE OFROBER'. ------ C_LOWE ____ HEREBY CERTIFY THAT THIS PLAT CORRECTLY _- U' O = REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON O� = ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. r0 QT 0 LO��j' SIGNED m " _ - r,r DATE- 'F '-:../_ C ---_ ----- - 4 !'�r�' �,.Y_---- -----__---- ""'r"'tt DATE CF EXECUTION NAME, REGISTERED LAND SURVEYOR No.12-_--- ARKANSAS 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. SIGNED DATE OF EXECUTION NAME t,fc PiPoPCF. 745 ADDRESS SOURCE OF TITLE: D.R. --- PAGE -____-- INSTRUMENT No. 88 =z6 867 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUALTIONS, 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. SIGNECiI ` ---- L FOR nr„ ,RLI ---' !N P'--Ar FINAL PLAT, PHASE 2 B POINT WEST THIRD ADDITION LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING NGNEERING / LAND DEVELOPMENT CONSULTANTS Little Rock, Arkansas 72221 _itte Rock, Arkansas 72221 JULY 8, 1991 7� /