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Home My WebLink AboutS-0285-VV Map 2I HALF STREET IMPROVEMENT WILL BE MADE TO PATRICK COUNTRY ROAD WITH THE FIRST ADJACENT LOT DEVELOPMENT. DEVELOPER WILL DEDICATE I R.O.W. TO 30 FT FROM CENTERLINE 100-YEAR FLOOD ELEVATION AS DETERMINED BY FIRM PANEL #0501810037 DATED 10/19/2001 RIGHT OF WAY DEDICATION & STREET IMPROVEMENTS TO BE CONSTRUCTED BY DEVELOPER. TRACT E THE RANCH - -- PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY. #10, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: I 477. O� BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF 00 CDS '1 1"E \ GPI ARKNASAS STATE HWY. #10 AND THE WEST LINE OF THE E1/2 OF SAID 50' ROW 411, I I L 32.33' \ S� \ \� 160 SECTION 14; THENCE NO3'07'09"E ALONG SAID WEST LINE, 1054.44 FT.PR TO THE SOUTHWEST CORNER OF TRACT G, THE RANCH; THENCE N88'56'42' E �' U O 10 ALONG THE SOUTH LINE OF SAID TRACT G, 124.52 FT.; THENCE EASTERLY AND I 404' 5' SI ALK S CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288.31 FT. RADIUS - a., �p a70 \ CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N8945'01"E, 82.11 FT.; THENCE N72'35'08"E AND CONTINUING ALONG SAID SOUTH LINE, �r m o LOT D-'r s� �•,:Q� _ _-" _-270 _-- - 176.58 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH LINE BEING ? CDTHE ARC OF A 348.31 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N81'58'247E, 113.90 FT.; THENCE N88'37'13"E AND CONTINUING 0 CD m co ALONG SAID SOUTH LINE, 381.10 FT. TO THE SOUTHEAST CORNER OF SAID TRACT G; \ L 0T 2 S THENCE S06'12'39"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD. �lr) n TRACT E-..6 V� I<1CT` F, Z'TIE F•�F1'CH'' 187.21 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE cN -3 J� BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND TRACT ! E Qj' -� Zp j�D „0` �" l P1fi 3K. E, __PG 3°.9 DISTANCE OF S0937'50 W, 78.11 FT.; THENCE S11'03'02 W AND CONTINUING ALONG I o Zp i l SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG co SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE I w ti N J R746.20'\i LEFT, A CHORD BEARING AND DISTANCE OF S06'45'02"W, 147.70 FT.; THENCE m l PROPOSED DS42'20'04' E G S02'27'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE 273.27 FT.; PADS MONUMENT 'U - LC141.9 THENCE N8732'59' W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 Fr O I TRACT E THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING 1 380, ~ \'' EXIST THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING I O W S\ 2 \ AND DISTANCE OF S09'11'25"W, 212.41 FT.; THENCE S1555'48"W AND N CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 48.42 FT.; THENCE ZI LOT -D-6\O 7 LVERr R984.93' �( ^0 ZO .- 9- LOT 1 SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, I ICY C 7R 7 F, „THE RA: CH CDS06'45'02' W C� BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD R924.93' S - I/ply! "- - - LC147.70' - ---£DN06'45'02"E F�\ BK D, PC. 15 BEARING AND DISTANCE OF S61'54'20'W, 57.52 FT. TO A POINT ON THE <� % SAID NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE �(>r ' I LC138.70' 9c WESTERLY ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING BEARINGS AND if 397' DISTANCES: 1, N72'07'08"W, 37.19 FT.; N75'37'14"W, 246.39 FT.; N72'03'23'W, ` �l TRACT E-% C•` 380.42 FT. AND N24'28'40'W, 70.00 FT. TO THE POINT OF BEGINNING, CONTAINING 1,020,040 SO. FT. OR 23.4169 ACRES MORE OR LESS. PROPOSED I w 260 I , I 5' SIDEWALK �80..._ ..._..___ ------._. ------.�.., --_-._ � O � R984.93 I 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 e a 1. Owner & Developer: " Financial Centre Corp. Q Ranch Properties, Inc. 0 900 S. Shockleford, Suite 300 Q Little Rock, AR 72211 of Title: 89-62166 CDSource 2. Linear feet of Internal Streets: 1900 Lf 3, Average Size of Lot: 400' x 400' °J 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 w ml 9. Floodway / Floodplain: None a Iu. Municipal Boundaries: Inside Corporate City Limits 11. Average Slope of Lots is 3.5%. w 12. Cross access easements will be provided between lots. 13. Phasing plan: I - Ranch Drive & Chenonceou Blvd II - Lots will be individually developed Qbased upon market drive N O O N N� 116$ �� 25' BLDG SETBACK N88'56'42"E R348.31' 124.52' / CDN81'S8'24" E n LC 1 13.90' `� R924.93' I R288.31' CD50837'50"W `O CDN80'45'O1".E N LC78.11' I LC82.1 1 - 270 1 TRACT E-5 R W j TRACT E-4PROPOSED _ PAGIS MONUMENT I _ 20. EX. Es ACC DRIVE I s 0 1 %l w oo,y�,,,,e. 1 3 e�CG l TRACT E ^ 1 P e sly k / R904.93 R _ cA CDS09' 1 '25" W' _- _ R 1004.93' ca nascope $uf \ \ / LC212. 1' CDN09'1 1'25 E N72.03er o o / ` j LC235.88' \ 23 w h PROPOSED - / r C 17 �.51' V� - e, IDEWALK / DN 6 14'27-E Q)�/ \ sl 42'" _"J LOT D-> � l PLAT BK. _C,- PC. 421 j _ ` \ Cv EXIST \ / / LC533 Ci / - CULVERT \ NJ / �� i 45 39 ro� 1> » i3 CDN26' 4 29r W - L' ^� - - t-- \ LC53.54' l 3• l LEST D-2 R40.0 b g- \/ / ,R�1►'S CDS6 54'20 W a°"j✓� a=s+ns+� \ \Lc57 2' - cods p_ LOT D 3 �2oy4� 46"w eQ er / moo a `U C 31, j(r �\•T.,,. / v �E?S�K EXIST o 100 0 100 Scale 1" = 100 ft 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 �r n offices of the State Surveryor and = the Pulaski County Circuit Clerk on 5' 19 in Plat Book -Page 300 Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas j;X I, CERTIFICATE OF PRELIMINARY AftKANSAS ENGINEERING ACCURACY esil;1"/ * * * S . y gqggee�j d i e ``yy' ldLV • � a, i I, Timothy E. Daters, hereby certify r k PROFESS h this that t sI pat correctly represents a by that plat made me, and engineering requirements of th q e Little Rock NO.5033 ��f1 Subdivision Rules and Regulations have have been ��f complied with. E o!yY 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 OWNER OR DEVELOPER 1 LOY' B- 9 Date of Execution Name TI9CT B, "THE1 R4ACFj" t',_`.A7'.,B% E. PC. 507 F ' Address Source of Title D.R Pa Instrument No. B-2 T ACT HE RANCH" FL_ - E, PG. 507 N �, v O v CHLVETZT 10 38I'V dscOAe ga O N7 9 6 DEVELOPER WILL DEDICATE R.O.W. TO • 55 FT FROM CENTERLINE AT ALL Q ` LOCATIONS. �- -- R40.00' at Zp EXIST BOX 6'06'39"W CULVERT2.18' 9£1 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. PRELIMINARY PLAT Tract " D & E" The Ranch An Addition to the City of Little Rock June 7, 2004 June 24, 2002 July 24, 2002 vRev vOctovber 7v,v 2004v v v5 At _ov W J1Z1J1 11 LCe DA 11 LPe1.Na�1 (& Aayiill®li..Z it 1! 1C A9 lld V lS_.a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 I > Job Number: 00-0134 t � (4)11kI o(I