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HomeMy WebLinkAboutS-1135-F Map 1a r 0 0 2. v m a 1L Q s. o 0 CL J � M J z�z goo O Na) a M J wow z wmm u 0 m w z¢w w �r~ir0 o�CL 7 118 119 120 PE BCE B OK 40 PAGE S 88_'2352" E POB 61' NW CORNER OF THE 184.Q1 NW 1/4 OF THE SW 1/4 SEC. 29, T-2-N, R-13-W w ro I M iv 16 oM 1 I �. E X I� zl 1 U PAGIS COORDINATES Node ID NORTHING FASTING 1 163046.46 1183832.94 2 163030.66 1184397.68 3 162733.00 1184428.73 4 162752.31 1184622.27 5 162634.97 1184645.79 6 162519.85 1184684.45 7 162483.66 1184703.16 8 162476.30 1184711.71 9 162414.69 1164762.27 10 162387.64 1184788.93 11 162186.39 1184550.65 12 162171.98 1184532.47 13 162192.33 1184533.10 14 162233.76 1184484.07 15 162262.86 1184461.81 16 162276.78 1184452.98 17 162278.89 1184432.85 18 162234.37 1184339.00 19 162226.30 1184302.48 0 162213.17 1184285.57 1 162271.28 1184205.79 162337.61 1184102.83 3 162451.02 1184112.76 4 162534.60 1184058.13 5 162634.60 1183962.13 6 162645.93 1184032.48 27 162761.81 1184045.84 8 162831.59 1183981.89 9 162946.17 1183830.14 B E \BK P K 123 124 17 Sc PAGE 133 R S 8823'52' E T1 b A C T ' C 9 564.95' T I N G O P E N S P A C E 10' BUILDING SETBACK & S 8817'50" E DRAINAGE & PROPERTY DESCRIPTION Part of the Northwest 1/4 of the Southwest 1/4 of Section 29, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: COMMENCING at the Northwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; thence South 88' 23' 52" East along the North line of said Northwest 1/4 Southwest 1/4 a distance of 184.61 feet to the POINT OF BEGINNING; thence continuing' along said North line of Northwest 1/4 Southwest 1/4 South 88' 23' 52" East a distance of 564.95 feet to the West line of Lot 909, Longlea Addition, Phase IX (Plat A-101); thence South 5' 57' 22" East along the West line of Lots 907, 908 and 909, said Longlea Addition, Phase IX, a distance of 299.28 feet to the Southwest comer of said Lot 907; thence North 84' 18' 03" East along the South line of said Lot 907, Longlea Addition, Phase IX, a distance of 194.50 feet to the West right of way line 0 Hinson Road; thence along said West right of way the following six (6) course s and distances: 1) South 11' 20' 01" East a distance of 119.68 feet; 2) South 18' 3S 54" East a distance of 121.44 feet; 3) South 27' 20' 34" East a distance of 40.74 feet; 4) South 49' 16' 31" East a distance of 11.28 feet; 5) South 39' 22' 25" East a distance of 79.70 feet; 6) South 44' 34' 54' East a distance of 37.98 feet to the North right of \ way line of Dorado Beach Drive; thence South 49' 48' 57" West along said North right of way of said Dorado Beach Drive a distance of 311.89 feet; thence continuing along said North right of way line along a curve to the right having a radius of 381.83 feet an arc distance of 23.22 feet and a chord bearing and distance of South 51' 35' 13' West a distance of 23.21 feet; thence along a curve to the left having a radius of 13,00 feet an arc distance of 23.40 feet and a chord bearing and distance of North 01' 46' 56" East a distance of 20.37 feet; thence North 49' 47' 38" West a distance of 64.19 feet; thence along a curve to the right having a radius of 85.50 feet an orc distance of 36.93 feet and a chord bearing and distance of North 37. 25' 16" West a distance of 36.64 feet; thence along a curve to the left having a radius of 64.50 feet an arc distance of 16.52 feet and a chord bearing and distance of North 32' 23' 11" West a distance of 16.48 feet; thence along a curve to the left having a radius of 14.50 feel an arc distance of 22.41 feet and a chord bearing and distance of North 84' 00' 17" West a distance of 20.25 feet; thence along a curve to the right having a radius of 232.50 feet on arc distance of 104.75 feet and a chord bearing and distance of South 64' 37' 17" West a distance of 103.87 feet; thence South 77' 31' 42" Wes' a distance of 37.41 feet; thence along a curve to the left having a radius of 25.00 feet an arc distance of 22.12 feet and a chord bearing and distance of South 52' 10' 36" West a distance of 21.41 feet; thence along a curve to the right having a radius of 50.00 feet an arc distance of 173.21 feet and a chord bearing and distance of North 53' 55' 53' West a distance of 98.70 feet; thence North 57' 12' 22" West a distance of 122.47 feet; thence North 059 00' 12" East a distance of 113.84 feet; thence along a curve to the right having a radius of 50.00 feet an arc distance of 162,44 feet and a chord bearing and distance of North 33' 09' 56" West a distance of 99.86 feet; thence North 43? 50' 04" West a distance of 138.62 feet; thence North 80' 51' 03" East a distance of 71.26 feet; thence North 06' 34' 31" East a distance of 116.65 feet; thence along a curve to C of the right having a radius of 50.00 feet an arc distance of 124.22 feet and a chord 2 bearing and distance of North 42' 30' 09" West a distance of 94.65 feet; thence North 0 52' 56' 47" West a distance of 190.15 feet; thence North 01' 36' 08" East a distance a) of 100.32 feet to the POINT OF BEGINNING, containing 464,436 square feet or 10.662 Q acres, more or less. °d CENTERLINE CURVE DATA 3 r\ Cal 0 N LOT 14 11550 SQ. FT. 0.265 ACRES S 66'0s.40. 1 60.72 Cl 28 LITY EASEMENT 170.14' �-r- 77.7S 100.26' T 10' DRAINAGE & _ d w UTILITY EASEMENT, y rnp � 0 t2 io N r LOT 13 N LOT 12 N� =" I� LOT 11 Zd� �+ 8633 SQ. FT. 7158 SO. FT. Z6 8431 SO. FT. .a <^ 0.198 ACRES 0.164 ACRES 5' BUILDIN�I 0.194 ACRES , `� N \ \\ 909 \ 11� G ® tl I O 60 30 0 60 1 \ t 1 tlt 6.86 \\\ 9 08 ? 9' 1 \M) X CARPEL DRIVE N 6772�13" W SETBACK. DRAINA & c� LOT 10 'S+ �q u 1 S 5917'13' E� S 8716'41"W 29.69'CH ' s 613772 W c , COURTA ISO' N 6155 35 E 21.41 CH 69 B0' 11 - N 6716 4--411� E S 5126'56 25.67'CH y LOT 19 8984 SO. FT. N % 0.206 ACRES � 0 NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT DEGREE CHORD DIRECTION CHORD LENGTH Cl 07'43'15" 700.00 94.33 47.24 08,11,06" N 45'56'01' W 94.26 C2 22'42'57" 700.00 277.52 140.61 08'11'06" S 30'42'S5" E 275.71 C3 11'18'56" 700.00 138.25 69.35 08'11.06" S 13-41'59' E 138.02 C4 84'40'49" 100.00 147.79 91.12 57'1745" N 5022'55" 4I 134.71 C5 1131'11" 500.00 100.53 50.49 11'2T33" S 7624'09• W 100.36 C6 2T36'06•• 210.00 108.50 55.49 27'17'01" S 6243'40" W 107.29 LOT 18 7698 SQ. FT. 0.177 ACRES 26 g4, LOT 23 11354 SQ. FT. 0.261 ACRES S DRAINAGE & IV EpSEM 71.98 S LOT 20 7622 SQ. FT. 0.175 ACRES S 0819'52" 7.15'CH - 65.09' Sr, s LOT 22 a\ 10990 SO. FT 4 0.252 ACRES 2 N 72.41,'05" E Q'20" E 34.03 CH 30'CH �f / 33 1 96YCH5 62A09 IN W r�IF S Szu" 6. ' R50 S 4119 21 W 2� 23 8233 Sq. FT. 0.189 ACRES O \9� 10' OR INAGE ABS 1 z j�'1 UTILITY EASEMENT 1 I `C c' �� LOT 9 7�47. I 1 907 Z 9814 SO. FT. 1 II I co 0.225 RES c, M.F.E. 78.4' 1 I O 4 4 y S6p1��1 \ OI I I N 84-103 E 19 0 m LOT 21 8889 SQ. FT. Z 0.204 ACRES ^ 5 g, P0, � DR � G EMENj S 5' 0343 ,PCH W �•�- � gGl`D� � GE N 19.99 CH \ \ 5 DRPt �E�PCK(V EASE ENj � 2 LOT 29 35. CH D�tU 7951 SQ. FT. o 52'4'59" E 20.19'CH �, 0.183 ACRES 5 a LOT 289399 SQ. Fr. N rn 0.2 6 ACRES RN\PPF1 LOT 27 8858 SQ. FT. 0.203 ACRES 20 �ESjt q �S1L 8A• 6g1B / / 9B 65 E 2 LOT / 8309 SO.' FT. 0.191 ACRES '� LOT 32 0 o0 oa, NS7y2, 8391 SQ. FT. 0.193 ACRES °'' S 15� 6Ct iy S 77'07'11' E PROPERTY LINE CURVE DATA w a Y Q W H n r J a j 9 N ~ Z 0, uJ > �rOT � NZRY LA m N � K J� OG� `p CpV E a A z w L T 9R`vE m o ��v 4 lP QpR< �pP9 � h Ry C VALLEY FORGE DRIVE cOG4'Ta eC d'Pt Z �e a CARMEL DRIVE r7 SITE LOCATION FAIRWAY VILLAGE COURT WINDSOR ROAD yTT 41 ~ ryd& W WINDSOR ROAD �OtncOG,pT o 0,1,OGcycO �Fd+>gp\ z 4l) DeCM NTE DRIVE T G,pT 3 `OVA LOT 8 9316 SO. FT. 7.6 I I I cn 0 0.215 ACRES To' EXISTING M.F.E. 379.6''' �I ( 1 � SEWER EASEMENT )1 G I- VICINITY MAP kc m IA, ENT 1 10' DRAINAGEt A� FLOOD PLAIN STATEMENT no�tosta� 10' DRAINAGE & 7 LOT 7 UTILITY EASEMEN UTILITY EASEMEN t� 8971 SQ I Lo 1 I I A PORTION 1 THE PROPERTY SHOWN IS LOCATED 0.206 A ES WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED M.F.E. 0.6'o r� �\� O BY THE FLOOD INSURANCE RATE MAP, PANEL NO. a,I 050181 0007 D, PUBLISHED BY THE FEDERAL CERTIFICATE OF OWNER EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. We, the undersigned, owners of the real estate shown m I 10' BUILDINGI I N and described herein, do hereby certify that we have i S LOT 6 \ laid off, platted and divided, and do hereby lay off, SETBACK & 1 8882 SQ. FT. m plat and subdivide s d eal le in ac ante with � 0.204 ACRES DRAINAGE &this pl t.\E 3814' UNLITY EASEMEN�NOTES:\ oG 'o. �L J r" \ 1. SET 1 2" REBAR AT ALL LOT CORNERS. p Date of Execution Nahe EV-Mark Develo meet, LLC 2. NO INDIVIDUAL LOT ACCESS OFF A dressP.O. Box. 241850 \ry. \� -,� , �100 YEAR DORADO BEACH DRIVE. 10' DRAINAGE \� 1 I FLOOD PLAIN 3. M.F.E. = MINIMUM FINISH FLOOR ELEVATION. Little Rock, Arkansas 72223 LOT 5 F\UTILITY EASEME T Source of Title: s 4. THE FRONT BUILDING SETBACK IS 5.0 FEET. Instrument No. 2003-079190 ` o186 ACRES \N © 5. THE REAR YARD SETBACK IS 10.0 FEET. c'a M.F.E. 382.2' ` \� > `o- 6. ALL SIDE YARD SETBACKS ARE 5.0 FEET. o °1 \w\� \ `, 7. ERROR OF CLOSURE EXCEEDS 1 IN 15,000. rn 0 / CERTIFICATE OF SURVEYING ACCURACY \o' gS� I \ �j MICHAEL WATSON hereby certify that J +, S �h51 LOT 4 \\ \\ \ ® this plat correctly represents a boundary survey made 7 75 SQ. FT. \ d, or verified by me, all monuments required actually exist 0. 7 ACRES J' \ I I \ S 4916'31" CCC\\\ �� and are correctly shown hereon and that all surveying M. r 382.6' y� �O-\ \ 11.28' \ �2, requirements of the Little Rock Subdivision Rules and �^\Regulations have been complied with. •9 :icy i. Sk9990 To' DRAINAG & F \\� \� y®,A�II ,,,,,,,Ci.,,, 2y ✓f%:a _. UTILITY EASE 'Y E R F, U Q err• v '(\A 5' Date of Execution B. Michael atson LOT 3 LOOD WAY a� 9 ® !� �//J''; d, \ ,2j ; O "%•: Registered Professional 7 43 SQ. FT. y� 9 -'� ^ " = "s Land Surveyor \dam 0. 4 ACRES \ �• ; v d•+ 57 M.F.E. 383.6' I1kj! �BJ �� \ to®q q /. ' * �� E Arkansas 10 y t �� �•�� 8012OSQ. FT. O V L `SFr- 2J(w LOT 30 0.184 ACRES �8 $®' %� r �' SP ` CERTIFICATE OF ENGINEERING ACCURACY 742 SQ. FT. F.E. 384.7' S1 p�Q FP a� %�93 ` ..i 201 ACRES S 42-33 39.02'CH bN-%Z Tp \\ plat corART rectly tlyMINK represents a plan hereby by me, Lhat and this Y� \ S 56'44'O6"E LOT 1 •OS '�� \ """' ' the engineering requirements of the Little Rock Subdivision S 02, 082� W 26.87'CH 0.1 1 A\ \ \ \ Rules and Regulations have Seen complied with. aA5`o1 E. 386.4' ^�19� \ \ \ \/ \ �� 30 (l�o L yo N 56.51'CH " \ \ / ,� �// 19.51'CH � � \ Date of Execution Bart Mink 17 \ 16 <<� " , ,og g1 \ �\ \ Register Professional an• A� 6558'23" O� \ Engineer Na. 12169 E 6'L 6 � po, \� \ \ Arkansas S L SET PAGI 9.16'QH 'S6' t MON. 0342 '�S 4.51' W 3 COUR\�0 �1 15 N 37'25' ' W 2451 \ \ \\ \ CERTIFICATE OF FINAL APPROVAL 1 S64C12 N 3223'11" W 36.C49CH \O ! \ \ Pursuant to the Little Rock Subdivision Rules and ' W N 84'00'tY W 16.48CH �Y 19. V / / �\ \ Regulations, and all of the conditions of approval having S j7 g142 18 2 C 1CH C10 t 4 yR9. 49A`7 89'S9'21'E`, �` \ \ been completed, this document is hereby accepted. 19 Aj, `�g• 1h' 16.78'C O /� �\ \ This certificate is hereby executed under the authority S 5210'36' W fig' 13 G_a j \� \ of said rules and regulatio C13 N 01'46'96' E �a_�1_l�_ - NUMBER DELTA ANGLE RADIUS JARC LENGTH TANGENT DEGREE CHORD DIRECTION CHORD LENGTH C7 03'29'03" 381.83 23.22 11.61 15'00'20" S 5135'13" W 23.21 C8 103'09'09" 13.00 23.40 16.39 440'44'12" N 01'46'56" E 20.37 C9 24'44'4e 85.50 36.93 18.76 67'00'45" N 37'25'16" W 36.64 C10 14'4V33" 64.50 16.52 8.31 88'49'50" N 39-23'11" W 16.48 C11 88-33'41" 14.50 22.41 14.14 395'08'36" N 84'00'17" W 20.25 C12 25*48'50" 232.50 104.75 53.28 24'38'36" S 64'37'17" W 103.87 C13 50'42'13" 25.00 22.12 11.85 22910'59" S 52'10'36" W 21.41 C14 19829'14" 50.00 173.21 -307.23 114'35'30" N 53'55'53" W 98.70 C15 186'OS'46" 50.00 162.44 -931.35 114'35'30" N 33'09'56" W 99.86 C16 142'20'S5" 50.00 124.22 146.66 114-35'30- N 42'30'09" W 94.65 20.37'CH 11 Q C0M 100 R Date of Execution L.R. Wanning CB 12 51 511 FLOOD LeIN \ \ Commission 23 VC W c7 �\ \ CERTIFICATE OF RECORDING \� \\ \\\ \ �is3d0Ocument, numbera00foQ511Ryfiled fOLO; rd 2006, in Plot Book ___fi__, Page (s (Signed) X o !22�.ss. /'<\� \ PAY 013RIEW 01M1r1 is : CIS* Clerk l -I�\ 1 pit 1 \ /Owls HIC��RY GR\ \lv_� 49 P,�P .- STATE •OF . �.� �1� ARKANSAS SU ->� /S1� a ,. \ \ ` = �c • ANOA9S •' � = e REGISTERED /� 42 \ \ o :� ROFESSI A A nrNo 2169 O AEL w� �rrrrmm� PTV SOP MWTON, TULL & v ASMATES, INC. No. 109 o O ® U �+ M 3 ®y •� m 3 C 3s� > W o �U[ Ca O W LO a U-) NCO ate.. a L0 U C%jC\1 xxuJ 06 h LL •U W �, C. ¢ N uD .J L� if) W(0 0) V 00 yr o�o C C L1J LU Co3 0 0oc or-z `L_ � 0 F-- <i1 O F G.1 : 4 a:) Lr_ 2 ® � ��� a' cV Q (n ® Q V � U_ Uj _ m Q a0 CO = Z N Revision Drawn by TAT Checked by 'd fy�-/ Date 06/29/06 Job Number 729-1 Contact Person M. WATSON Sheet Number