Loading...
HomeMy WebLinkAboutS-0285-VV Map 4THIS VICINITY MAP PLAT 1"=2000' m� �r �2 ARKgH STAIE HWY. R 0R. i 10 o�CFpJ GNP CH x U o 2 PAR 3 QJ Y a HALF STREET IMPROVEMENT WILL BE MADE TO PATRICK COUNTRY ROAD WITH THE FIRST ADJACENT LOT I DEVELOPMENT. DEVELOPER WILL DEDICATE R.O.W. TO 30 FT FROM TRACT E THE RANCH CENTERLINE.( I.. PART OF THE E1/2 OF SECTION 14. LYING NORTH OF ARKANSAS STATE HWY. I i #10, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ARKNASAS STATE HWY. #10 AND THE WEST LINE OF THE E1/2 OF SAID SECTION 14; THENCE N0307'09"E ALONG SAID WEST LINE, 1054.44 FT. TO EALLONGTHEUSOUTHTLNEROF SAID TRACT G,NER OF TRACT G, T124.52HE NCH; THENCE N" Fr.; THENCE EASTERLY CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288 31 FT RADIUS N88`56r42` E ' 124.52' 1,.. I T. 50' ROW TRACT 404' 1E-..-CH PC. 450 288.31' , DN80'45'011" E C82.1 1' E-3 CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N80'45'01"E, 2 IC/) 82.11 FT.; THENCE N7T35'08"E AND CONTINUING ALONG SAID SOUTH LINE, �t 176.58 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH LINE BEING ? CD THE ARC OF A 348.31 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND \ DISTANCE OF N81'58'247E, 113.90 FT.; THENCE N8937'13"E AND CONTINUING_ io mALONG SAID SOUTH LINE, 381.10 FT. TO THE SOUTHEAST CORNER OF SAID TRACT G;\ THENCE S06'12'39"W ALONG THE WEST RIGHT-oF-WAY LINE OF CHENONCEAU BLVD. \• I ( u0 187.21 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE `' ICV �I BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND I DISTANCE OF S08737'50"W, 78.11 FT.; THENCE S11'03'02"W AND CONTINUING ALONG d SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG TRACT e-2 SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE To THE Il W I LEFT, A CHORD BEARING AND DISTANCE OF S06'45'02"W, 147.70 FT.; THENCE S0727'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE 273.27 FT.; THENCE N87'32'59"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT.; 0l THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING ) _ THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING t O AND DISTANCE OF S09'11'25"W, 212.41 FT.; THENCE S15'55'48"W AND i Zjj CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 48.42 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF 561'54'20"W, 57.52 FT. TO A POINT ON THE �q ` WEISTERLYTH RIGHT-OF-WAY ALONG SAID NORTH IRIGHT-OFNE OF KWAY THE FOLLOWINANSAS STATE HWY GiBEARINGS EAND g�ATjU�L 397 DISTAN720T08"W, 37.19 FT.; N7637'14"W, 246.39 FT.; N7703'2YW,�1; \ �., 380.42 FT. AND N2428'4O"W, 70.00 FT. TO THE POINT OF BEGINNING, CONTAINING 1,020,040 SO. FT. OR 23.4169 ACRES MORE OR LESS. PROPOSED Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does not apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Any proposed access driveways will be private. The public may have access to all private driveways for the purpose of servicing and maintaining or repairing of all public facilities. 8. Streets to be a minimum of 30' wide in a 60' right-of-way. 9. Average Lot Slope = 3.5% 10. Easements for proposed stormwater detention facilities are required. 11. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 12. 20' radial dedication of R.O.W will be provided at all intersection. 13. Street design will conform to the master street plan. General Notes: 1. Owner & Developer: Financial Centre Corp. Ranch Properties, Inc. 900 S. Shackleford, Suite 300 Little Rock, AR 72211 Source of Title: 89-62166 2. Linear feet of Internal Streets: 1900 Lf 3. Average Size of Lot: 400' x 400' 4. Number of Lots: 14 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: None 9. Floodway / Floodplain: None 10. Municipal Boundaries: Inside Corporate City Limits 11. Average Slope of Lots is 3.5%. 12. Cross access easements will be provided between lots. 13. Phasing plan: I - Ranch Drive & Chenonceou Blvd II - Lots will be individually developed based upon market drive 204 I I 5' SIDEWALK 1�$0__ I TRACT -E > pyn� _ � A. .r /W Ma o �• - Of 10 01 .,. - \ 50, \ - -°�dsc Pe B IV ?0 - r03 23"ly h MST- CULVERI � v _ 41 ad a 2 _ 2p� CN N I � N AD 0 MN S8873713'E *N � 381.10' 25' BLDG SETBACK / - 3 348.31' '~ _ DN81'58'24" E / '1113.90' R924.93' ` I CDS08'37'50"W (a 230 -- •\ I TRACT E`�4 4 PAGIS MONUMENT `Oq 411� \ G �TVA CT E-5 PROPOSED�� 1 PAGIS MONUMENT ' PROPOSED IDEWALK N>Si 383' TRACT D THE RANCH PART OF THE N1/2 SE1/4 AND THE S1/2 NE1/4, SECTION 14, T-2-N, R- 14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE NORTHEAST CORNER OF THE NW1/4 SW1/4, SECTION 13, T- 2-N, R-14-W; THENCE S00.51'40"W ALONG THE EAST UNE OF SAID NW1/4 100 0 100 300 100-YEAR FLOOD ELEVATION SWt/4, 1321.00 Fr. TO THE SOUTHEAST CORNER THEREOF; THENCE AS DETERMINED BY FIRM S00'01'16"E ALONG THE EAST LINE OF THE SW1/4 SWt/4, SAID SECTION 13, 1238.45 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PANEL #0501810037 ARKANSAS STATE HIGHWAY NO. 10; THENCE NORTHWESTERLY ALONG SAID DATED 10 19 2001 NORTH RIGHT-OF-WAY LINE, SAID LINE BEING THE ARC OF A 1382.41 FT. _ / / RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF Scale 1 10 0 f t N6715'157W, 682.08 FT. TO A POINT; THENCE N5758'15"W AND CONTINUE ALONG SAID NORTH RIGHT-OF-WAY LINE, 1495.51 FT. TO A POINT; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, SAID LINE ALSO BEING THE ARC OF A 1959.86 FT. RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N63'21'OeW, 706.23 FT. TO A POINT; THENCE N73.43'52"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 9.43 FT. TO THE POINT OF BEGINNING; THENCE vj CONTINUE N73'43'52"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 812.34 FT. TO A POINT; THENCE N15'36'3TE, 640.90 FT. TO A POINT; THENCE CERTIFICATE OF PRELIMINARY r-- - NORTHEASTERLY ALONG THE ARC OF A 572.96 FT. RADIUS CURVE TO THE SURVEYING ACCURACY RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N2708'55"E, 229.21 FT. TO A POINT; THENCE N38'41'13"E, 159.46 FT TO A POINT; THENCE SOUTHEASTERLY ALONG THE ARC OF A 746.20 FT. RADIUS CURVE TO THE I, Paul M. White, herebycertifythat LEFT, HAVING A CHORD BEARING AND DISTANCE OF S7844'4TE, 674.03 RIGHT OF WAY DEDICATION Fr. TO A POINT; THENCE SOUTHEASTERLY ALONG THE ARC OF A 40.00 FT. this plat correctly represents a bound - RIGHT STREET IMPROVEMENTS RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF ary survey made of verified by me that all \ S6752'53"E, 53.23 FT. TO A POINT; THENCE S2710'05"E, 65.00 FT. TO surveying requirements of the State of �.,•� TO BE~,CONSTRUCTED BY A POINT; THENCE SOUTHERLY ALONG THE ARC OF A 427.46 FT. RADIUS Arkansas and City of Little Rock Sub- i -'I j 1 '`: CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF DEVELOPER` 50423'S2"W 382.35 FT. TO A POINT; THENCE 530ST49"W, 124.59 FT. division Rules and Regulations have been j - TO A POINT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 1482.39 FT. complied with and a copy of sold f RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF boundary has been duly filed for record S25700'33 W, 307.57 FT. TO A POINT; THENCE S19'03'16"W, 175.23 FT. in offices of the State Surveryor and J • + I l { I TO A POINT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 40.00 FT. the Pulaski County Circuit Clerk on fI 1 } 1 RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DIS.T WOe'!1F••••.,• 1 11}} S6739'43'W, 55.77 FT. TO THE POINT OF BEGINNING LESS ANp•'b�C�POTjE 19_, in Plat Book `Page r it .I i j TRACK D-1, CONTAINING 17.9059 ACRES, MORE OR LESS. Q! ............... r r i p'� �� • •.• STATF, OF'''•.•• KA AR NSAS NO 1zs, Date of Execution Paul M. White, Registered Land f Surveryor No. 1281, Arkansas 30 b J, UL q v t J ...,. CERTIFICATE OF PRELIMINARY S� g•tV 270 - ENGINEERING ACCURACY LA u t-" , I, Timothy E. Daters, hereby certify 2 _ARKA�SAS g. that this plat correctly represents a I } TRACT F, "T RAI�VC ;',/� �.....T-_ 1 ti-j $ plat made by me, and that engineering PK �;1G..sf 1� * * * Z requirements of the Little Rock - ;'�" Q 30., 1 REGISTERED 4 ; 9 „� PROFESS I O N A L hae Subdivision ben complied ules and wiRlegulations have %, ENGINEER �$.42 2 04'I �1 LC14hh.95" �` e`v ` N0.5033 Q-1 ��?✓0 x" ,�T Date of Execution Timothy E. Daters Ij j ,); \� Registered Professional Ex�r Engineer No 5033 Arkansas r I S \ 9 R984.93 - II ! I l I N CDS06' 45'02" W LC 147.70' I (Z TRACT E-6 -.5 SIDEW R904.9��"� CDS0911 I I nn. 71A S1 ti w, EXIST-1 } , �9' o I DEVELOPER WILL DEDICATE R.O.W. TO 55 FT FROM CENTERLINE AT ALL LOCATIONS. u o°j� 1> O I i1 i 7y i E 5' SID 3�2.33' S TRACT D,,.3 „ i r3' 22T 4'' R924'.93' TRA ul . - CDNO645'02'E r i `I LC 138.70' N 3 o f-- --TRACT D-2 W t o `•.IO N I-, f, l N N O N _-.__�_ `• N Z 0? ` I i I 288 - r 11 -R - --- R 1004.93' CDN09-11'25"E LC235.88' -,, TRACT D-> / PLAT BK. - PO� 421 o R40.pp �' GDN262i4?9„a!J LC53.54' 5,V2 Al !' s od 04, / / '�­4", I sc- s o 4 46°'W % l \ SACK GjYaU r a so. JO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD 3OUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD VSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. r -L M LOT 1 F, "THE F T BK D, PC. 1 R984.93' , CERTIFICATE OF PRELIMINARY PLAT APPROVAL r� All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and - submittal of a preliminary plat having been fulfilled, approval of this plat / is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. D-5 v ii A R40.00'V`��` CDS2910'35"E r Date of Execution Planning Administrator .46 49j, D-C A- 14'27"E -/')01 `0 •� ry yi I OWNER OR DEVELOPER LQZ`B-1 Date of Execution Name CT BTHE RANCH" PLAT,,t3K E, PC. 507 Source of Title D.R Page Instrument No. B -2 CT , 7Hg RANCH" P PC. 507 PRELIMINARY PLAT / G�3„ LITTLE ROCK PLANNING COMPIISSIOfJ ppR VED, SUBJECT TO THE CONDITIONS Tact D & E AS NOTED IN THE PLANNI �$ 0L ION MIN ECO Q DATED The Ranch BY: DATE: An Addition to the City of Little Rock June 24, 2002 �TJ 7�'Jt�9 Rev/J9��Jul�y 2,(4,, 20�J/0V7�2,(� vJ79���t jam, p�7 ©V 11ZU1 L(/ -.DA /11G R &P di16y631®lLilLdYl 1L LCe1.�19 1Ld V llio CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job Number: 00-0134