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HomeMy WebLinkAboutS-1261 Map 7VICINITY MAP NITS 9 w 130.51 0 V:' ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 N 133775.10 _ E 1188079.65 2 N 133817.28 E 1188111.55 3 N 133816.79 E 1198126.54 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 B N 133688.90 E 1188466.90 9 N 132765.45 E I188432,16 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 SECTION 21 T-1-N, R-13-W q 1 R470.00' CDN01'35'09"W LC60.52' R336.?3 CDN20'57'25: W LC253.23' SOY n E PAGIS Marker �•%••` / 2145 I >� Z o co V .h V rn � m 1� Scale 1" = 40 ft 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 -{nIN ACCORDANCE WITH THIS PLAT. / DATE OF EXECUTION KENWOOD ESTATES, NC. 5510 HAWTHORNE LITTLE ROCK, AR 72207 O w D.R. PAGE 4 c� FUTURE PHASE INSTRUMENT N0. 2� � biO72% S VE (D vl 3 S8T50'45"E 214.92, u2 ! eas* 164.93' o boa! o 10' NNO VEHICULAR ACCESS ESMi. I ! C) N o i RBED BUFFER S87'50'45"E 120.00' © CER71FICATE OF SURVEYING ACCURACY ,riI. V l90 120.OD' 90CI ° ! I � 1 I- - _ ! PLAT CORRECTLY REPRESENTS A BOUNDARY ITE, HEREBY CERTIFY THAT IS \, I L_ -_ LINE I rn 25.0' 25.0 - - I - _ SURVEY MADE OR VERIFIED BY ME, ALL S.D f1 i�: �s -North Line NIYJ/4'NWJ/4 MONUMENTS REQUIRED ACTUALLY EXIST AND _ C`� s OR 1 w of I Io � e ARE CORRECTLY SHOWN HEREON AND THAT ALL o a� o SURVEYING REQUIREMENTS OF THE LITTLE ao-� / q1 to p o 164.77' 10' Eswr a ! 1 !0' ROCK SUBDIVISION RULES AND REGULATIONS 25 BLDG UNE I o �"• •""", HAVE BEEN COMPLIED WITH. 9'J S87 50'45"E STATE OF' �/ /J KENW00� 10 ESMr 120.00' - - - 10.00, N .1281 s BOUL-ET ' 1 204.70' S8750'45`E 1 359.70' b W5 �1 r 132.5o' 1o' Esw I 10. ESMT-----------.- I/psi. ---- 1-------- I UNE - I \ ! F 25' BLDG LINE75 I o 1 1 0 5 0' 22.5' 25.0' I I 1 + 1 15.0' I I e 22.5' ! �• I 1 I � 132.50' I 166.97' °Pg7a i L- 10' NO VEHICULAR ACCESS ESLIT. 25.0' ~ 1 & UNDISTURBED BUFFER O ! I- gl 1t cool 76 to 1b I 00 94 I I� I I� I > Ie0p5 I �j 1 i 132.50' I 166.85' i 907 I t0 I pool ! I � I 1 i 77 !g ^ 1 93 ^ I I I II I 1 I Is 132.50' I 166.73' g0c}7I I I e0� I I. w I U p Io IN / I� i 92 I 10 ' 1 � L WCO I I 1 V o 132.50' I �m I9ap5 I (y I 166.61' I eo-4i.l r I I 9B� I co I 79 Ici lad9� I 1 ; I I I N i I 3d I I I9G I 132.50' I o ... 1 166.49' j + I gaol rn I b I 1 I I I I I Ii I I 80 l0 3 Ln Ui I o n� C3 I°� Nj i I 132.50' V) 166.37' I I I 1 I I I 001 I Io 6 10 o f I I i nl I 8 IL6 !- 89 I L6 I I I 1 ; I9� 132.50' I �ycsp53° I� 4sc' i 166.25' I gO c I I I cV oni In5_ 552'1g0 I 00 1 82 1 A I 5 V I I q i 25.0' I KI I I� I I I 1 I I 1 i 132.50' 1 eI 161.42' 19000.1 1 ' Es+a , 35 1 k vEwc�vi ACCESS 1 D'S5' �* ! , \, 3 - 1 C 1.,,-10 UNDI51°BVFFER Ic 111 107.03' ,a` 114•06,Ssl 1 50.0' I1p�7g7 1 90°p1 t 113.20' bI I 6Ts5 0 5 R455.00' ,2 AS 4 1 W 'f'•. 1 CDN1631'32"W LC319.99' \��, \ �itB4B30 I;q 1 t" q5� 59.18' \ \ I (((��� !//i�� 10 .° Z \ U v 85 7�59• \\ \ I 1 30.012 10 10' ESMT 230.73' - J 9000.�i R470.00' CDN3750'37"W c�S p0 230.73' LC20.83' Sgo •�`�' DATE OF EXECUTION PAUL M. WHITE E O f MTURL REGISTERED LAND SURVEYOR AG,F eS�A iJ S'A9GL { NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE 00 A ENGINEERING REQUIREMENTS OF THE LITTLE ARIUA AS ROCK SUBDIVISION RULES AND REGULATIONS r w e HAVE BEEN COMPLIED REGISTERED > PROFESSIONAL -7 A,z ENGINEER 3 * . • Crj tt DATE OF EXECUTION TIMOTHY E. DATERS 'tJO No.5033 �Q t1t REGISTERED PROFESSIONAL THy E ENGINEER NO. 5033, ARKANSAS RTIFICATE OF FINAL APPROVA 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 FILED FOR RECORD 4 ) 2002 IN PLAT BOOK ''"""''�•., PAGE �1�15 '• .� r GENERAL NOTES: 'sZl I.ai 1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS •'• .+Q 7 �'? S e• 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 # 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 SWt/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'WE, 30.51 FT. TO A POINT ON THE EAST RIGHT- OF-WAY LINE OF DAVID 0. DODD ROAD, BEING 30.00 FT. FROM THE CENTERUNE THEREOF AND THE POINT OF BEGINNING; THENCE S88'07'S0"E, 15.00 FT.; THENCE S87*50'45"E, 214.92 FT.; THENCE S0709'15'W, 25.00 FT.; THENCE S8750'45"E, 120.00 FT.; THENCE S0709'15"W, 90.00 FT.; THENCE S87*50'450E, 10.00 FT.; THENCE S0709'15'W, 924.10 FT.; THENCE N87*50'45"W, 230.73 FT.; THENCE S5953'1t W, 15.00 FT. v A -POINT ON THE EAST RIGHT-OF-WXf 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 N3T50'37"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 N20'57'25 W, 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 NO1'35'09"W, 60.52 FT.; THENCE NO2'03'447E 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 NWI/4 NWI/4 of Se::tion 28, T-1-N, R-13-Wt Pulaski County, Arkansas FINAL PLAT JULY, 2002 s Signed WET'IIT--IID.9T&RS �c AWoCfk=R D er • CML ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LFTLE ROCK, ARKANSAS 72223 Jbb # 02-0414 G