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HomeMy WebLinkAboutS-1135-E Map 3\ \ 0 YEAR PAGIS COORDINATES \ 10\ \ FLOOD PLAIN\ NORTHING EASTING \ \ 1 161682.31 1184599.39 CENTERLINE CURVE DATA 2 161782.94 1184561.66 \ \ 3 162063.70 1184456.39 0 0 03 4 162131.12 1184577.80 \ \\ 5 162175.17 1184536.70 DELTA 02°19'12" 15°40'56" 90000'00" 90000'00" 35012'06" 49008'22" \\ 6 162186.40 1184550.66 RADIUS 405.45' 867.98' 37.8V 38,00' 150.00• 150.00, \ 7 162387.64 1184788.93 ARC 16.42' 237.57' 59.39' 59.69' 92.16' 128.65' 8 162246.89 1184927.64 TANGENT 8.21' 119,53' 37.8V 38.00' 47.59' 68.58' FLOOD WAY \,� \� 9 162128.23 1185028,15 \ 16196.511851779 i 161966.51 1185179.9.79 161899.55 1185259.97 161891.24 1185275.18 \` 161777.43 1185394.31 \ \ \ \\ 161646.78 1185473.73 \ \\ \ \ \ 161668.37 1184930.90 FLOOD PLAIN STATEMENT \ ' \ \ �� \ A PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED FOUND 1/2"� I BY THE FLOOD INSURANCE RATE MAP, PANEL NO. REBAR \ I 050181 0007 D, PUBLISHED BY THE FEDERAL g \1 I EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. ND I 100 YEAR j lA/ 11 NOTES: FLOOD PLAINj'\�' 1 SE 5/8" REBAR AT ALL LOT CORNERS. 2 NO INDIVIDUAL LOT ACCESS OFF DORADO BEACH DRIVE. lb co 17, �%o C�"QO P �s� �2.��' FOUND 1/2" 1 5' UTILITY �ND/OR REBAR \I O� \"--� j '� �v 0/ DRAINAGE 5ASEMENT & ® O j, is bh' BUILDING SETBACK LINE \Q to Q . ', \�\. SQ S ` 6A i S, yr i N Q O E ° 15'R. I o 5 ��� �2 N 39 i� 'L ' �" f fag /` 0,220 G \ti s 0' 0 • 10 / S o % AC. rjag0%C\ d" t�s. •�SE BUILDING I � v" �_ \ /r, f 0 '� S84°4 '17"E pr° a' t�Xp9 Og SETBACK LINE I \• �\/` \"fj 2 3, 650 9y dy °5N-, ,'rl' Zt G�. AC4 i \ \ �. \ d �j I FOUND 1/2' \ 1) 7 OroOb t- �r REBAF2\ ® id 15'R. S+��d / \ •Q \ O 4 rOG a \ I c �� , G�� '/ Q9• 4fli�� c� bco. yam. ;\i �'°2°'D 2${ �� I �� S� 4 gs� o a � - 6p�0O ` ;52, Oa` �o j I \ - �i J I lQ. d UTILITY AND/OR \ 3h h S g2 5• \� i I \ ' \ 1 5• 5 UTILITY AND/OR \ o i / I N DRAINAGE EASEMENT &� O' -9 S r\O / DRAINAGE EASEMENT $ \ 1 \ BUILDING SETBACK LINE GN� rO CF GT �\ BUILDING SETBACK LIN V�� Y 1¢ UTILITY AND/OR \ �'' \ o 0 90\� �� ��, •� D AINAGE EASEMENT & `\� \ c 5 O 2 % G�� ,� Y 41 a�5i / i `\ BUILDING SETBACK LINE \. \ 63 a9 \ \ (� \ 0.279 \i i y\ \ 0.361 a5 3 / 20' 1 � Z \ d \ �i i I \ (� \ S 5g E 23' \ 've\ \I yX AC. 2�\ AC. /�9. ro50 s� \ `o''`�'d\90� /� 10' UTILITY \lo' '3 �2Op \o p•`\\ c�b�. �� AND /OR \",\� DRAINAGE I\ J\\\\G� EASEMENT ex ° r. ah Or. � " er pp,ph,rRRRe p $ d er g xx'Meaar M_tl EN V �r S•mi G GY, _U � �,. to a xo,� r E c s eons cawva tl 6 r „� RIPCr _ R pr apQ9 Pw,am9y�vl Ea a ¢iq p BIB •b 1' M 4 ° A-W °r' � 4 W91r1 PmeR QER V.,uev ff � CO UNiPY i4 � � `4 Va D ° 4rreel to S cwe g r e fi .g vaehar 1 F ry �c� 'p� PROJECT SITE s _ umNn qM t,r P Or. J, ox a Ro. `d 4 P C ErEm RE p iREW9 S � r • mor h Cl 3 F9., r 1 : NEi acE¢ \ \ We e Ne. 4 Cwa ry Ldl 0 P I° g 3 f y< .ry xwlamr°u n a SKW HIIIW 4 P 9 4 R ��I q n In `NunSMf Q Re il� KMaION t0 S F:MNO � VICINITY MAP PROPERTY DESCRIPTION art of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4 of action 29, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: COMMENCING at the Southwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; fence South 87° 35' 29" East along the South line of said Northwest 1/4 Southwest 1/4 a distance f 985.57 feet to the POINT OF BEGINNING; thence North 20° 33'13" West a distance of 407.31 eet; thence along a curve to the left having a radius of 435.45 feet an arc distance of 139.48 feet and a hord bearing and distance of North 60° 57' 20" East a distance of 138.88 feet; thence North 3° 00' 53" West a distance of 60.24 feet; thence along a curve to the left having a radius of 375.45 eet an arc distance of 17.91 feet and a chord bearing and distance of North 51° 10' 55" East a istance of 17.91 feet; thence North 490 48' 57" East a distance of 311.89 feet to the West right of way line of Hinson Road; thence along said West right of way the following eight (8) courses and distances: South 44° 34' 54" East a distance of 197.61 feet; 2) South 400 15' 54" East a Jistance of 55.52 feet; 3) South 440 23' 12" East a distance of 203.91 feet; 4) South 294 22' 24" East a !stance of 18.35 feet; 5) South 500 08' 03" East a distance of 104.47 feet; 6) South 61° 21, 8" East a distance of 17.33 feet; 7) South 46° 18' 28" East a distance of 164.76 feet; 8) thence along curve to the right having a radius of 299.69 feet an arc distance of 154.61 feet and a chord bearing and istance of South 31' 17' 43" East a distance of 152.90 feet to a point on the S +.1t'' line of said ortheast 1/4 Southwest 1/4; thence North 87° 43' 20" West along said South line of said Northeast /4 Southwest 1/4 a distance of 543.26 feet; thence North 87° 35' 29" West alone said South line f said Northwest 1/4 Southwest 1/4 a distance of 331.81 feet to the POINT OF BEGINNING, ontalning 409,575 square feet or 9.403 acres, more or less. 10 BUILDING \O \NP 6.321 ' `" I \� \ 42 I \ N SETBACK LINE \ 4 9 PP / I " j w \ FOUND 1/2" \ S2 / III - \� 2 \\\ 0.270 c� \ REB791 10 h \ 0.380 \��0. 1G\a. 1 ' p\ \ wor\ AC. \3� 52 �\ Cp AC. 2/ ba II O, I 2Q\'rn `\ RE/ i\ '� 11 X lJ ON SOOzo \=\LL \ / tt 3g. 10' TIUITY\•m.(p 9,4�J ACES+ \ \ f3'i e9 �1 'm AN /mR \�' \o_ \ �\ ' OO 22' '�I ly. o \\t,2 4 3 DRAINAIGE �0 4 C7 ,y22y � / 1 I IN \ \ \ 0.260 EASkMtNT \\ \ \ AC. OPEN SPACE W AC. SO / 1 �� J \ y0 \ 1,.W 31.67'C 'I ��� \ RREp�AR 1/ 12 Vet (1� �8 • ' ;I\ I 2• \ N10°2g 0 , O•,w 1A4. �;; \ OUND 1/2" ��\ %off y \ �9�/REBAR 13 Q) a °22y5! 16bab \\\I �n 3 �U L_ ' -'' VI\ CliV E \ 2 o dry /' f r,� 5~UTILITY AN XOR G /' ,3g2 \ `\µ/ �r7�v �' DRAINAGE EA ERQENT & \\ FLOOD WAY t�L 510 44 G BUILDING SET ACi( LINE \ J \ 4 / "C\)N\\� 3gr N �// N30°41'00"E 53.00' i \ \ a CH. -� 0.373 o AC. 6h�O G�. . i�i 44 I u \ + NW1/4 SW1/4 a °bp O'Z 0.4901 / 100 YEAR \ � �o/ya P^. N. N AC. I / SECTION 2 9 O O CO a: ° ��Sr° I /• ' \ FLOOD PLAIN \ 0� v� ram. °� FOUND 1/2 \ \ 100 YEAR .;p v \?oF y .o N E 1 / 4 .,S W 1 / 4 REBAR 14 `\\ FLOOD PLAIN o .'� NCO 46 �� N 45 ���9. ; � \\ SECTION ,29 \� �\• \ s \ 0.381 N 00 0.403 \ AC. r AC. \' I / \ t1w'��J\ \ PROPERTY LINE ° \\ O of •i\ / �e , \ CURVE DATA 10' BUILDING I / Iry \ \ J � \ DELTA 29°33'30" rs 6u: i2`� I / \ 0+ \ RADIUS 299.69' SETBACK LINE I /� 10' UTILITY AND/OR t18.00' � DRAINAGE EASEMENT & . \ Ci\ ARC 154,61' V \ \ \� - BUILDING SETBACK LINE 3? TANGENT 79.07' \ 125.72 N87 69.15' 1 N87035129"W 331.81' �1 FOUND 1/2" REBAR FOUND 1/2" REBAR 0.26' SOUTH OF LINE 0.99' NORTH OF LINE FOUND 1/2" BENT \ PIPE 0.34' NORTH ��8 "7 A4'20 „W 5`A t3.26) 7 15 OF LINE BURNT TREE SUBDIVISION PLAT B-468 iAeARIfn AS REGISTERED PROFESSIONAL ENGINEER ,.No 49 ,D ' IST rsi F IrATH OF% ARKANDAS ITO.98700 s� r441'4 aillyTN- 4_ •' g JJf -r 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, plot and subdivide said real estate in accordance with this plat. Date of Execution Name Address Source of Title; D.R. Page _ Instrument No. CERTIFICATE OF SURVEYING ACCURACY I, MICHAEL WATSON , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution B. Michael Watson Registered Professional Land Surveyor No. 957 Arkansas a• i � � I al• 1 J.-; NI 1, vvta LVVRUtK , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Wes Lowder Registered Professional Engineer No. 4943 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, 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. Date of Execution L.R. Planning Commission CERMCATE OF RECORDING This document, number filed for record 19 in Plat Book , Page (Signed) Clerk ���r�ySv MM7Z'7` PLANSAPPROVED EASE:IENTAPPROOVr? EASEMENT REQUIRED DATE 10/h 0A _ 13Y_ 0/ , Qlo4- Wo I Y a V" e �joV 50 25 0 50 100 MOMMOMR Scale:V=50' S:\2003PRO\303-126\FINAL PLAT WINDSOR COURT TOWNHOUSES PLAT A-825 THEAR MEHLBURGER FIRSDN M Archftede-6°ginrerR-Sur°eyera DSGN -- pCM�� O[� ®OC�MG�]L,G.14� THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION, THE MEHLBURGER FIRM =1f �d� IS ONE INCH ON BAR IS ORIGINAL DRAWING. o ®1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FINAL PLAT OF PART OF THE NW1 /4 (7F THE SW 1 /4 & PART OF THE N E1 /4 ©F THE SW' 1 /4R ALL IN SECTION 29, T-2-N, R-13-W, PULASKI COUNTY ARKANSAS ` PBA?E HICKORY GROVE SUBDIVISION LITTLE ROCK' A R K A N S A S SHEET 1 of 1 DR DWG _._.__ cHK BMW DATE DATE 10-05-04 i APVD BMW NO. [ ^\I E _ REVISION Elf APVI i PROJ20t Nn 303-126 NC) South Izorj o Little_ Rn4, AR 72201 0 501/375-5331