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HomeMy WebLinkAboutS-0285-VV Map 50__ 1" S S, 1 HALF STREET IMPROVEMENT WILL BE MADE TO PATRICK a COUNTRY ROAD WITH THE FIRST ADJACENT LOT I DEVELOPMENT. DEVELOPER WILL DEDICATE R.O.W. TO 30 FT FROM TRACT E THE RANCH CENTERLINE. PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY. RE PARTICULARLY T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MO 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 NO3-07'09"E ALONG SAID WEST LINE, 1054.44 FT. TO THE SOUTHWEST CORNER OF TRACT G. THE RANCH; THENCE N88'56'42"E ALONG THE SOUTH LINE OF SAID TRACT G, 124.52 FT.; THENCE EASTERLY AND R f I CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288.31 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N80'45'01"E, 82.11 FT.; THENCE N72'35'08"E AND CONTINUING ALONG SAID SOUTH LINE, 176.58 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 348.31 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND P�6 DISTANCE OF N81'58'24'E, 113.90 FT.; THENCE N8837'13'E AND CONTINUING SAID SOUTH LINE 381 10 FT TO THE SOUTHEAST CORNER OF SAID TRACT G; I DES ALONG THENCE S06'12'39"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD, 187.21 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 924.93 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S08737'50"W, 78.11 FT.; THENCE S11'03'02"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S06'45'02"W, 147.70 FT.; THENCE 1. G SAID WEST RIGHT-OF-WAY LINE 273.27 FT.; S02'27'01 W AND CONTINUING ALON I THENCE N8T32'59"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 2000 FT.; 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 AND DISTANCE OF S09'11'25"W, 212.41 FT.; THENCE S15'55'48"W AND 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 114- V BEARING AND DISTANCE OF S61'54'20"W, 57.52 Fr TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE _q41)r UAL WESTERLY ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING BEARINGS AND %� DISTANCES: N72'07'08"W, 37.19 FT.; N75'37'14"W, 246.39 FT.; N7703'23"W, R�}j 380.42 FT. AND N24728'40"W, 70.00 FT. TO THE POINT OF BEGINNING, CONTAINING 1.020,040 SO. FT. OR 23.4169 ACRES MORE OR LESS. 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. Shockleford, 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 & Chenonceau Blvd II - Lots will be individually developed based upon market drive i TRACT G, , "TILE- R 1 NCN" - ; Pj 4r Bh' P PG. 450 ' PG� a` S88'37' 13" E o°1 381.10, -------- Sa f' 25BLDG SETBACK l N88'56'42" E R348.`-. 124.52' CDN81358'24' E r J N R288.31' L�113.90' R924 .93' -' CDS08'37'50' W I o CDN8945'0?".E LC78.11' I I. LC82.11' v o TRACT E-5 I R h TRACT E-4 -' � - PROPOSED PAGIS MONUMENT 100-YEAR FLOOD ELEVATION AS DETERMINED BY FIRM PANEL #0501810037 DATED 10/19/2001 RIGHT OF WAY DEDICATION & STREET IMPROVEMENTS TO BE CONSTRUCTED BY e �G DEVELOPER. � G \ Po/�` TRACT D THE RANCH iT OF THE 141/2 SE1/4 AND THE S1/2 NE1/4, SECTION 14, T-2-N, R- -W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: RTING AT THE NORTHEAST CORNER OF THE NW1/4 SW1/4, SECTION 13, T- 1, R-14-W; THENCE SO951'40'W ALONG THE EAST LINE OF SAID NW1/4 /4, 1321.00 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE 0110E ALONG THE EAST LINE OF THE SWI/4 SW1/4, SAID SECTION 1238.45 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ANSAS STATE HIGHWAY NO. 10; THENCE NORTHWESTERLY ALONG SAID ZTH RIGHT-OF-WAY LINE, SAID LINE BEING THE ARC OF A 1382.41 FT. ,IUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF "15'15"W, 682.08 FT. TO A POINT; THENCE N52758'15"W AND CONTINUE NO SAID NORTH RIGHT-OF-WAY LINE, 1495.51 FT. TO A POINT; THENCE 2THWESTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, ) LINE ALSO BEING THE ARC OF A 1959.86 FT. RADIUS CURVE TO THE T, HAVING A CHORD BEARING AND DISTANCE OF N63'21'04"W, 706.23 TO A POINT; THENCE N7343'52"W AND CONTINUING ALONG SAID NORTH HT -OF -WAY LINE, 9.43 FT. TO THE POINT OF BEGINNING; THENCE JTINUE N73'43'52"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 812.34 FT. A POINT; THENCE N15'36'38"E, 640.90 FT. TO A POINT; THENCE 2THEASTERLY ALONG THE ARC OF A 572.96 FT. RADIUS CURVE TO THE HT, HAVING A CHORD BEARING AND DISTANCE OF N27*08'55"E, 229.21 TO A POINT; THENCE N38'41'IYE, 159.46 FT TO A POINT; THENCE JTHEASTERLY ALONG THE ARC OF A 746.20 FT. RADIUS CURVE TO THE T, HAVING A CHORD BEARING AND DISTANCE OF S7944'45'E, 674.03 TO A POINT; THENCE SOUTHEASTERLY ALONG THE ARC OF A 40.00 FT. )IUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF 5'52'53"E, 53.23 FT. TO A POINT; THENCE S2710'05"E, 65.00 FT. TO 'oINT; THENCE SOUTHERLY ALONG THE ARC OF A 427.46 FT. RADIUS RVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF V23'52"W, 382.35 FT. T3 A POINT; THENCE S3957'49'W, 124.59 FT. A POINT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 1482.39 FT. )IUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF YOO'33"W, 307.57 FT. TO A POINT; THENCE S19'03'16"W, 175.23 FT, A POINT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 40.00 FT. )IUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF 2'39'43"W, 55.77 FT. TO THE POINT OF BEGINNING LESS AND EXCEPT \CK D-1, CONTAINING 17.9059 ACRES, MORE OR LESS. I Im 404' �o ', 270_ Y \'\ �� JTRACT o � TRACT D-3 - _ As� o \ __ _ 270__LOT 2 0 GO eTRACT E-6 0� , ' T I>F I,'.1-� hTCT I r \cI7"`TRACT E-361 Zo, Pt .T Frri L' Pc oiyR746.20' w (u < CDS42'20'04"EIPROPOSED 227' LC 141.93' PAGIs MONUMENT m \ EXIST 380' I Ld ,S �O `,CULVERT I z . R984.93' � l� 9 CDSO6.45'02'w R924 93 TRACT D-4 T Tt� 2 - _ , ----�. LC147.70' _-1-----EDN06'45'027E B�, � LC 138.70' \ - 397' I C14 TRACT E-7 5' SIDEWALK 0-- _._ I o I - TRACT D-Z oL� R984.93' - o ^ CDS58'05'59"E - n LOT 1 F, " THE P,_T ; CF! K. D PC 1fi T 9 l / c^v o I -- -2 LC35 . \ \ so'fuear o Z T A 3 37 I TRACT E-2 -- -- T D-5 320' R40.00'� 28o- - TRAC CDS291059 69E _ 60. �M O W 2' \ e0.S Flo D� 00. "� o - �n~�' I 1�� 36'"\ 1 RACT D-6 q F �6�OC n TRACT E= 1 S,POf R� �S D I 50, �\\ \ ACK / R904.9.3'; ��� CDS09.1 '25!'w -R �. condSCQ \ ` \ \ / LC212.4 R 1004.93' �66, __ CDN09'11'25'E B4 ff o l LC235.88 N% �2.03e23„W PROPOSED ` ] - CDN2614'27"E / ' 7; IDEWALK S 1 4 i TRACT D -1 r l Lc533.00' �_ � _ .4r ' PLAT BK._ G, _ PC. 421 / r1 c' -EXIST .�,: ., _ ' cuLVERT , � ,. . <. N�5• � _ 24 ro v 2� R40. c o �Ij CDN26' 4; 'W �_ 0 LC53.54 / 3 --- - -- `4 � R4o.oTRACT D -1=B rr Pots YJ beg-""4 1VS CDS6 54'24 W N6 50, " o LC57 2' 804'46»tandsc4p^ e t B�Q r j er SEI BgCK Z� ti ~ - - EXIST �l.l'' ,- �j',j5p fonds �•-_ `\ ov op a' p CULVERT'%0 \ W e .B�fer o ' ^ - _ �a 10 6 >O N7931'30"W \ c°v y c oil2� 92' IS 6, `1�� 5,40„W 6„ 8' DEVELOPER WILL DEDICATE R.O.W. TO / 55 FT FROM CENTERLINE AT ALL 0.00, LOCATIONS. 0 2� EXIST vEBOX� 6'06' a 2.18, �! Q i y r C h 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 PULASKI COUNTY, ARKANSAS. 100 0 100 Scale 1" = 100 ft 300 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirements of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19-, in Plat Book _Page Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been complied with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL 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. Date of Execution Planning Administrator / 9f OWNER OR DEVELOPER LOT 13-1 Date of Execution Name 1C7_D ' TIfF: RANC4' PST BK. P. PC. 507 Address \� Source of Title D.R. Page Instrument No. RAMC I- 507 PRELIMINARY PLAT Tract " D & E)) The Ranch An Addition to the City of Little Rock June 7, 2004 June 24, 2002 v v Rev Ju evJu�� (l�y(� 2/4(,, �2 00172/ © VV L[J11L 1l 1Ce�Llli� Ll LCe11�16y mi d`i16y6i�®lli 1(H\ LL LCod)19 11d V llio CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 LLl Job Number: 00-013z E