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HomeMy WebLinkAboutS-1261-A Map 3Wz Y MAP NTS ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 N 133775.10 E 1188079.65 2 N 133817.28 E 1188111.55 3 N 1=16.79 E 1188126.54 4 N 133808.71 E 1188341.31 5 N 133783.73 E 1188340.37 6 N 133779.22 E 1188460.29 7 N 133689.28 E 1188456.90 8 N 133688.90 E 1188466.90 9 N 132765.45 E 1186432.16 0 N 132774.13 E 1188201.59 1 N 132764.66 E 1188189.96 N 132781.11 E 1188177.18 3 N 133017.59 E 1188086.61 4 N 133078.08 E 1188084.93 1: w 130.51 `o Southwest comer- SW1/4 SWt/4 O SECTION 21 m- T-1-N, R-13-W I I� �.` L. BLDG LINE I 25.01 \ _25' I goad o w 164.77' 10' ESMT a o- q q R470.00' CDN01'35'09"W LC60.52' ,I '1 1 R336.33' L. CDN2957'25; W LC251- 3' i I PAGIS Marker j 2145 h Z O y F. �w V co N � KENWOOD BOULE S87'50'45"E 204.70' •� + I (P9, - to ESMT - 167.12_ - - - - - r loco \ 25' BLDG LINE I 01 I o 0.0' I 95 I o 22.5' 15.0' 25.0' 1 I I I gop5. 8 I 166.97' 1 °2 04 ,\ I IL-10' NO VD41CULAR ACCESS ESMT. 25.0' 1 k UNDISTURBED BUFFER I I � , [ i to nIto I 94 I 166.85' 1 �ac},•I I I I N. N, NI I 93 Igoos-is I 3 166.73' god I h 0 I I NI 1 92 I 10 I to In V + I go°Ssd II s I I T 166.61' 1 002.1 oI 1= 91 1 INo" m N _ I r� le°p5sd I � 166.49' 1 "o0J I i I LI N[ I 90i I o 0 I I 1 In N I 1 166.37' i �0,I 1 I I �► I 89 I I o i nI I I N I 1 I I Loot; I C 45.0 I 166.25' 18000,1 1 , I >1 i 88 1 0 \ cr U7 15.0� i I 1 I n i s I I 161.42' I o-a''I \ 2S 3s• I� ESQ too yV*WLKRD DUF:ER 154.70.5s. I g UNDISIU� LA 8 7 ^h 113.20' c 6T35O R455.00' f •.. \ a" CDN18'31'32"W LC319.99' o r CERTIFICATE OF OWNER e 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. 40 0 40 120 ykIm2 /'�i�idt, DATE OF EXECUTION KENWOOD ESTAFINC. 5510 HAWTHORNE Scale 1 " = 40 f t LITTLE ROCK, AR 72207 " o {� D.R. PAGE eB r n �1 � 05 FUTCIRE PHASE V 1 No Rd" INSTRUMENT No. 'ZOO I 7Z% i0"E 3 S87*50 45" E 214.92' to 5.00 , �s 164.93, O C> \ i 1��I � o0 10' ' 0' NO Vc?ACUTAR ACCESS ESMT N � k UNDISTURBED BUFFER I i I O O 1n S8T50'45"E 120.00' © CERTIFICATE OF SURVEYING ACCURACY \ i I ,yo-- 120.00' Spa' I I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS I- I- - I PLAT CORRECTLY REPRESENTS A BOUNDARY 25.0' - - - SURVEY MADE OR VERIFIED BY ME, ALL 5.D° 1/�� [n 3 North Lisle N1Y1/4 NIFf/4 MONUMENTS REQUIRED ACTUALLY EXIST AND of 9 v a r o ARE CORRECTLY SHOWN HEREON AND THAT ALL ciI 1 • Co Io) SURVEYING REQUIREMENTS OF THE LITTLE m o ROCK SUBDIVISION RULES AND REGULATIONS I L _ 25 BLDG LINE I IN »»»• HAVE BEEN COMPUED WITH. ' 10, Es1rr - -- ��=-1 S8T50'45"E srA NOA 120.00' 10.00' N 1281 RD b 359.7 0' Ui 1 132.50' 10' ESMT I 25 BLDG LINE - I o, I I 75 I I� ►; 25.0' I I 22.5' I co I aR i I I 132.50' I i gp�l� i o DOI 1 76 I- Io 100 I 132.50' N' � I i 7 7 Ig to I g°� I 132.50' I 1W gp�l I � i I- N. I ►� 78 0 In II i gpp° I 132.50' of I (0I 1 1 79 I to IGo I I 1 gop0 I 1 132.50' I I o I 1 eff°pi rn of I 0 1 o I i V 0 I l0 3 Id I 1 I Pao In o i o 132.50' i N I gap° I Inl 8 / I to nl I I� II 1 g�� I 132.50' ' I �i I 1 good[ P v of I 4 o' 8�00 I 1 IC5 I DO 25.0' I � I I g�p0 1 132.50' I v i 1 9op0I �\ = [o 07.03I I 1' I 124'06's I s0.0 Ito??s, s• ,s, g I I 1 d ' I / (94 IW \� I o d3� 10, \\ 86 b - - A \mil Iu') 85 o � \ \ 1 J \ I \ b 0 1 30.0' ESWT 12 -- , 10 10' MIT 230.73 - - - J s,9. R470.00' 11 ,.�rL� N87'50'45"W CDN3750'37"W g5 p0 230.73 LC20.83' DATE OF EXECUTION PAUL M. WHITE O t NAREGISTERED LAND SURVEYOR i16NRL p NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A ��..�.� PLAN MADE BY ME, AND THAT THE / AR AN A5 ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED 11EGIt-I PROFESSIONAL2-- ENGINEER * * Crj e1 DATE OF EXECUTION TIMOTHY E. DATERS 11* No.5033 Q 4 e�1 °ryy REGISTERED PROFESSIONAL E oP: ENGINEER NO. 5033, 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 LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER '2_002110IJ127 FILED FOR RECORD-JwI4 Z21 20oz IN PLAT BOOK """"''�•., PAGE '� �15 ��J\\ CO : • Ci Li ^U` Ccua'y Cleat:. 8 Reooroer L ; � :, r r ,y GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS•�`'.,;� 7H3S ........... �;•°� 2. ALL EASEMENTS SHOWN = - = = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. NO VEHICULAR ACCESS TO ANY LOT FROM DAVID 0. DODD ROAD. 7. THERE IS A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS -ADJACENT TO STREET RIGHT-OF-WAYS AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. FIRM COMMUNITY PANEL If 050181 0083 F. OCT. 19, 2001 LEGAL DESCRIPTION PART OF THE SW1/4 SW1/4 OF SECTION 21 AND PART OF THE NW1/4 NW1/4 OF SECTION 28, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SWi/4 SW1/4, SECTION 21; THENCE N01'52'10"E ALONG THE WEST LINE OF SAID SW1/4 SW1/4, 43.20 FT.; THENCE S88'07'507E, 30.51 FT. TO A POINT ON THE EAST RIGHT- OF-WAY LINE OF DAVID 0. DODD ROAD, BEING 30.00 FT. FROM THE CENTERLINE THEREOF AND THE POINT OF BEGINNING; THENCE S88-07'50"E, 15.00 Fr.; THENCE S8750'45"E, 214.92 FT.; THENCE S0709'15`W, 25.00 FT.: THENCE S8750'457E, 120.00 FT.; THENCE S0709'15-W, 90.00 FT.; THENCE S8750'45"E, 10.00 FT.; THENCE S0709'15'W, 924.10 FT.; THENCE N8750'45"W, 230.73 FT.; THENCE S50'53'12"W7 15M FT_ TO A -POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID DAVID 0. DODD ROAD; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 470.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N37*50'37"W, 20.83 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 336.23 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N20'57'25W, 253.23 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 470.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N01'35'09"W, 60.52 FT.; THENCE N0703'4,CE CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 739.68 FT. TO THE POINT OF BEGINNING, CONTAINING 8.2677 ACRES, MORE OR LESS. FINAL PLAT OF Lots 1 & 75-96 Kenwood Estates Subdivision Phase IA An Addition to the City of Little Rock, Arkansas Being part of the SWI/4 SW1/4 of Section 21 and NW1/4 NW1/4 of Section 28, T-1-N, R-13-W, Pulaski County, Arkansas FINAL PLAT JULY, 2002 gigned BY: -- ATE: 31I CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING 24 RAHLMG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 02-0414 �3-IX 1'�