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Home My WebLink AboutS-0285-PPP Map 5I R924.93' CDN06'45'02" E LC 138.70' I R984.93' CDS 10'08' 1 7"W LC31.37' R40.00' CDN3T10'19'W LC52.90' o" 1 000 R/w 0°di Cabo^ rn �, 7$47-/R447.46' ® / CDS63'23' 'ZLC128.35' °E R507 46' CON64'22'04'w LC 162,30' R40.00' oo f CDN59'42'21"E LC60.06' 0 60 Scale 1" = 60 ft �LCI 5 TRA,,T F THE RA1JCH Book G. Page 571 CERTIFICATE OF SURVEYING�ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS ATE OE ENGINEERING ACCURA I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS TIFICATE OF 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. DATE OF EXECUTION BY FCC TRACT D PARTNERSHIP 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 TF_)_ICATE_QF_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. UAIE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING ' \ R447.46' CDS54'13'31"E THIS DOCUMENT, NUMBER FILED FOR LC26910' \ RECORD , 20 IN PLAT BOOK I I \ V A PAGE PI I I \ \ vl V M � f� i99 �9. W 610A \ ( �I g ' I OT \ GENERAL NOTES• L7 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, \' 84,509 SO. FT. \ \ � � \ \ UNLESS NOTED OTHERWISE. i R746.20' --- / 2. ALL EASEMENTS SHOWN - _ — _ ARE TO BE USED J �j6 CDS4719'21"E FOR DRAINAGE AND/OR UTILITIES. LC142.01' 3. LOTS NTH ROUNDED CORNERS ARE MEASURED TO AECTION OF LOT LINES AND NOT POINTS ON A V 4 \ CURVE. o" \ \ 4. DISTANCES SHOWN ALONG CURVES ARE S7g'06'zJ•f So"> \ \ \7 \\ CHORD DISTANCES. ,� 2 ?" ¢7 \ 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 `J6.08. \ %\tio. Svc 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. I I LOT 6 = �" I 65.349 So. FT. �a ° 20b •0° � \ n o 9° \ <s I 3 d ` ao 10 a ° \ R984.93' I I 258.86' \ \ \ CD558'32'46E � LC369.14' ol \ \ ^ I I LOT 5 \ z I 43,004 SQ. Fr. Z' N J \ ...---_- LOT 4 �° \ 338,248 SO. Fr. ' R25.00' CD521'50' 1 1"E LC36.87' R427.46' \ CDS2WO9'16"W \ _ LC57.89' 784• TRACT D y�°° \ \ �w >g 7,9"ryoo) / S66 w ; /9�b0€ / ry /i I TRACT D-1 / \ \ 6p' PLAT SK. G, PG. 421 \ �\ \ / oO R1482.39' C / / \ °8° \ / / ^5' CDS26'39'39"W / LC307.56' / Q � LOT 2 2 86,540 SO, Fr. \ s�CO m L O T 3 i tin. 2 ' 67,143 SO. FT. /_1Io\ / / \ �\ e \ / \ \` , 0?>P� � diC°jiO N)?.03• 7>9. jz8' i ao- %" 94°-514 33 r / by^h \ \ C % LEGAL DESCRIPTION ^� L,s, 3174, / LOTS 2-7, TRACT D !1 ,11,;p7'R E 50 org°SM, N7 zl °nc° i a°� a a• 193 9 30"w e• �r,>� a', WON / PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE �� 2' HIGHWAY 10, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT D-1, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) NO2'27'01"E, 239.48 FT.; (2) NORTHERLY ALONG THE I _ ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND Q 1 Q DISTANCE OF N0645'02"E, 138.70 Fr.; (3) N11'03'02"E, 315.56 FT. AND (4) NORTHEASTERLY ALONG Inc ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'42'21"E, 60.06 FT. TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF RANCH DRIVE; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) SOUTHEASTERLY ALONG THE ARC OF A 447.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S54'13'31"E, 269.10 FT.; (2) S3648'07"E, 89.46 FT.; (3) SOUTHEASTERLY ALONG THE ARC OF A 746.20 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S42'19'21"E, 142.01 FT.; (4) S4744'13"E, 207.19 FT.; (5) SOUTHEASTERLY ALONG THE ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'32'46"E, 369.14 FT. AND (6) SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S21'50'11"E, 36.87 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF RANCH BLVD.; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) SOUTHWESTERLY ALONG THE ARC OF A 427.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S29'09'16"W, 51.89 FT.; (2) S32'38'03"W, 124.59 FT. (3) SOUTHWESTERLY ALONG THE ARC OF A 1482.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S26'39'39"W, 307.56 FT.; (4) S20'45'29"W, 175.23 FT. AND (5) SOUTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S36'06'39"W, 22.18 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY 10; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) N67'35'40"W, 99.08 FT.; (2) N79'31'30"W, 193.92 FT. AND (3) N71'57'08"W, 179.32 FT. TO A POINT ON THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID TRACT 0- 1, THE RANCH; THENCE N1752'53"E ALONG SAID EAST LINE, 351.00 FT. TO THE NORTHEAST CORNER OF SAID TRACT D-1; THENCE N69'20'00"W ALONG THE NORTH LINE OF SAID TRACT D-1, 360.95 FT. TO THE POINT OF BEGINNING, CONTAINING 685,820 SQ.FT. OR 15.7443 ACRES MORE OR LESS. RIGHT-OF-WAY DEDICATION -RANCH DRIVE 'PAGIS Marker # 2090-0017 AR STATE PLANE COORDINATES (NORTH ZONE) MONUMENT '6T3 99 8 PLAT OF �\ R40.00' CDS36'06'39"W LC 22.18' LOTS 2) 3, 4' 5' TRA CT D PART OF THE E1/2 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 5, TRACT F. THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.46 FT. RADIUS CIURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N64'22'04"W, 162.30 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N32'10'19"W, 52.90 FT. TO A POINT ON THE EAST RIGHT-OF- WAY LINE OF CHENONCEAU BLVD.; THENCE SOUTHERLY ALONG SAID EAST RIGHT-OF- WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S10'08'17'W, 31.37 FT.; THENCE S11'03'02 W CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 108.26 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'42'21"E, 60.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 447.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S63'23'36"E, 128.35 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF RANCH DRIVE; THENCE N34'41'53"E, 60.00 FT. TO THE POINT OF BEGINNING, CONTAINING 11,887 SQ. FT. OR 0.2729 ACRES MORE OR LESS. /K) CONC. 6 CXi / n��b 1MLC THE RAIVC-1-1r"3' n AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AND RIGHT—OF—WAY DEDICATION FOR ARKANSAS STATE HWY. # 10 & RANCH DRIVE PART OF THE E112, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 C� WM7TX-ZDA7=9 4 AMOM7 3% I1fYa C ENGINEERING, U G R NNG ! OLYELOMIEM, SUR E 24 RMUNG CIRCLE Urr E ROCK. MIIANSAS 72223 04-899P I Ined V002 LO 9Z BO E 3oN P@N LZ171d\013VH1\H3NVd\D002\ N