Loading...
HomeMy WebLinkAboutS-1313-TT Map 2LEGAL DESCRIPTION TRACT E-31 PART OF THE SE1/4 OF SECTION 7, AND A PART OF THE SW1/4 SW1/4 OF SECTION 8, ALL IN T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERNMOST CERTIFICATE OF SURVEYING ACCURACY CORNER OF LOT 1, BLOCK 30, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S71'55'36'E, ALONG THE SOUTH LINE OF TRACT B-30, SAID BLOCK 30, WOODLANDS EDGE, A DISTANCE OF 122.23 FEES TO THE TRACT F-17 SOUTHEAST CORNER OF SAID TRACT B-30; THENCE $47*31'00'E, A DISTANCE OF 319.77 FEET; THENCE S46'17'56"E, A DISTANCE OF 386.30 FEET; THENCE S2835'24E, A DISTANCE OF 197.23 FEET; THENCE S8646'17"W, A DISTANCE OF 323.92 FEES TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF EAGLE PASS COVE; THENCE CONTINUE S8646'17'W, A DISTANCE OF 42,38 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID EAGLE PASS COVE, SAID POINT BEING THE I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS Ji POINT OF BEGINNING; THENCE CONTINUE S85.46'17W, A DISTANCE OF 1598.20 FEET TO THE SOUTHWEST CORNER OF THE SE1/4 SE1/4 OF SAID SECTION 7; THENCE N88'48'14V, ALONG THE SOUTH LINE OF THE SW1/4 SE1/4 OF SAID SECTION PLAT CORRECTLY REPRESENTS A BOUNDARY 7, A DISTANCE OF 1319.65 FEET TO THE SOUTHWEST CORNER OF THE SAID SW1/4 SEt/4; THENCE NOi'54'17'F, ALONG THE WEST LINE OF THE SAID SW1/4 SE1/4 AND ALONG THE EAST LINE OF SPRING VALLEY MANOR EXTENDED, A DISTANCE SURVEY MADE OR VERIFIED BY ME, ALL OF 1319.90 FEET TO THE SOUTHWEST CORNER OF THE NWt/4 SEt/4 OF SAID SECTION 7; THENCE N01'50'57"E, ALONG THE WEST LINE OF THE SAID NW1/4 SE1/4, A DISTANCE OF 707.57 FEET TO THE SOUTHWEST CORNER OF TRACT F-17 MONUMENTS REQUIRED ACTUALLY EXIST AND 'I' 40 BLOCK 17, WOODLANDS EDGE; THENCE ALONG THE SOUTHWESTERLY LINE OF BLOCK 17, WOODLANDS EDGE, THE FOLLOWING COURSES: (1) S31'41'01'E, 140.78 FEET; (2) S34'55'58"E, 103.88 FEET; (3) S37'16'26"E, 103.88 FEET; (4) S3T36'54"E. ARE CORRECTLY SHOWN HEREON AND THAT ALL d 103.88 FEET; (5) S41.30'08"E, 96.50 FEET E, (6) S42'23'41'104.97 FEET; (7) S4T54'07'E, 127.58 FEET (8) S1028'41"E, 70.41 FEET; (9) NST32'05-E, 110.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY UNE OF WFATHERSTONE `'y s POINT; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 50.00 FOOT RADIUS CURVE TO THE LEST, HAVING A CHORD BEARING AND DISTANCE OF S53'11'58'E, 75.17 FEET TO THE NORTHWEST CORNER OF LOT 32 SURVEYING REQUIREMENTS OF THE LITTLE BLOCK 17, WOODLANDS EDGE; THENCE SI1'56'01"E, A DISTANCE OF 120.00 FEES TO THE SOUTHWEST CORNER OF TRACT D-17 BLOCK 17, WOODLANDS EDGE; THENCE S8716'401, ALONG THE SOUTHERLY UNE OF SAID TRACT D-17, A DISTANCE ROCK SUBDIVISION RULES AND REGULATIONS OF 370.94 FEET TO A POINT ON THE WEST LINE OF TRACT A-30 BLOCK 30, WOODLANDS EDGE; THENCE SiT35'25'E, ALONG THE WEST LINE OF SAID TRACT A-30, A DISTANCE OF 330.00 FEES TO THE NORTHWEST CORNER OF TRACT 0-31 HAVE BEEN COMPLIED WITH. F BLOCK 31, WOODLANDS EDGE; THENCE ALONG THE NORTHERLY UNE OF SAID BLOCK 31, WOODLANDS EDGE, THE FOLLOWING COURSES: (1) S25'25'39"W, 106.31 FEET; (2) S31'22'44"W, 150.28 FEET, (3) S45'18'31"E, 181.00 FEET; (4) 70 39 S5926'54"W, 288.36 FEET; (5) S85'23'06"W, 120.00 FEET; (6) N58'08'25W, 111.84 FEET; (7) N50'39'54"W, 155.86 FEET; (8) N5733'51'W, 163.86 FEET; (9) N61'11'14'W, 165.00 FEET; (10) N6447'02Y1, 141.93 FEET; (11) S58-25'18'W, 204.39 FEET TO A POINT ON THE WEST LINE OF LOT 10 BLOCK 31, WOODLANDS EDGE; THENCE S0716'32W, ALONG SAID WEST LINE, A DISTANCE OF 165.77 FEET; THENCE S55'02'17'E, A DISTANCE OF 110.00 FEET; THENCE N4&24'47"E, A DISTANCE OF 115.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 50.00 FOOT RADIUS CURVE TO THE /L LEFT, HAVING A CHORD BEARING AND DISTANCE OF N8WOO'38"E, 53.89 FEET; (2) ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF NBYSI.16"E, 23.05 FEET (3) ALONG THE ARC OF A DANIEL W. HAVNER �0. cps 980.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S59'11'25"E, 323.51 FEET; (4) 549'41'23"E, 117.09 FEET; (5) ALONG THE ARC OF A 350.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING DATE OF EXECUTION S 34.55'S8' E 59 1- 'S�r, NW1 4 SE1 4 AND DISTANCE OF S7T24'45"E, 325.64 FEET TO THE NORTHWEST CORNER OF LOT 11 BLOCK 31, WOODLANDS EDGE; THENCE S15'05'21"E, ALONG THE WEST LINE OF SAID LOT 11. A DISTANCE OF 150.00 FEET; THENCE N7W42'23"E, A DISTANCE REGISTERED LAND SURVEYOR 103,86' 38 �� 'f'.y+f0 SECTION 7/ PA55OF 5CAVE; TSHENCEENCE ALONG SAID SOUTHERLY RIGHT OF WAY -52'26-F A DISTANCE OF 87 FEET; 11NE FOLLOWINGEA 148001A DISTANCE OF FOOT RADIUS CURVEiTO THE LEFTrHAV HAVING AHENCE S CHORD BEARING ANDEOF iso.Do OISTANCE OF N 2'46'32'ETO A 04 ZN E SAID ERL�Y GHT DISTrANCE OFAY LINE O9FAGLE7.23 EEF, `,"stGiSSTEri, N, ' N0. 1542, ARKANSAS Qf.•......... 'L THENCE N3012'36"E, A DISTANCE OF 50.00 FEET; THENCE N09'47'02"W, A DISTANCE OF 155.14 FEET; THENCE N1955'34 W, A DISTANCE OF 125.00 FEET TO A POINT ON THE SAID SOUTHERLY RIGHT OF WAY UNE OF EAGLE PASS COVE; THENCE t �: A T- i -N, R-1 3-W ALONG SAID SOUTHERLY RIGHT OF WAY UNE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 270.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S85'34'35"E, 97.40 FEET; 2) S75'11'07'E, 35.91 FEET; STATE : S 37'16'26' E O� (3) ALONG THE ARC OF A 905.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF 565'40'07"E, 293.26 FELT TO THE NORTHWEST CORNER OF LOT 15 BLOCK 31, WOODLANDS EDGE; (THENCE S3T41'22"W, A y ARKANSAS 'O' N 103,88' 68 37 /' DISTANCE OF 160.00 FEET; THENCE S55'45'05"E. A DISTANCE OF 152.15 FEET THENCE N43-56'58"E, A DISTANCE OF 151.59 FEET TO A POINT ON THE SAID SOUTHERLY RIGHT OF WAY LINE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHERLY =�•tVLL:9 tj= no RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 170.00 FDOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S68'1033"E, 61.48 FEET; (2) S78'35'34"E, 2024 FEET; (3) ALONG THE ARC OF A =.tom, s�sLGxAivxa '=g n 645.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S8655'13'E, 164.53 FEET; (4) ALONG THE ARC OF A 95.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N674VS8'E, %ip :C 1WAYHti�pSS.�+`�� u 77.24 FEET; (5) ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N72'S8'18"E, 28.10 FEET; (6) ALONG THE ARC OF A 180.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD n S 39'36'S4' E I BEARING AND DISTANCE OF S7T26'00"E, 28.85 FEET TO THE NORTHWEST CORNER OF LOT 16 BLOCK 31, WOODLANDS EDGE; THENCE S13'13'02"W, A DISTANCE OF 135.96 FEET THENCE S75'00'58"E, A DISTANCE OF 154.75 FEET; THENCE q�l LAN���� 36 S66'59'56"E, A DISTANCE OF 118.97 FEET THENCE N34.48'24'F, A DISTANCE OF 150.00 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE THE a. 303.88' © I FOLLOWING COURSES: (1) ALONG THE ARC OF A 195.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S691061, 44.75 FEEL' (2) S6651'33"E, 78.83 FEET. (3) ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S2417'421, 175.31 FEET TO THE POINT OF BEGINNING. CONTAINING 44.43 ACRES, MORE OR LESS. CERTIFICATE OF ENGINEERING ACCURACY z 27 S 41.30'08' E 65 35 fY LEGAL DESCRIPTION 96.30' WjI TRACT F-31 I, TIMOTHY E. DATERS, HEREBY CERTIFY ��0 28 PART OF THE SEt/4 OF SECTION 7, AND A PART OF THE SW1/4 SW1/4 OF SECTION 8, ALL IN T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERNMOST THAT THIS PLAT CORRECTLY REPRESENTS A STO �i'An •f I CORNER OF LOT 1, BLOCK 30, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S71'55'36'E, ALONG THE SOUTH LINE OF TRACT 8-30, SAID BLOCK 30, WOODLANDS EDGE, A DISTANCE OF 122.23 FELT TO THE PLAN MADE BY ME, AND THAT THE S 4104,971' E 65 34 30 CO /j SOUTHEAST CORNER OF SAID TRACT B-30, SAID POINT BEING THE POINT OF BEGINNING; THENCE S4T31'00"E, A DISTANCE OF 319.77 FEET; THENCE S46'17'56"E, A DISTANCE OF 386.30 FEET THENCE S28'35'24'E, A DISTANCE OF 197.23 FEET; ENGINEERING REQUIREMENTS OF THE IT E 104�9T ,� GF. I THENCE S8546'17'W, A DISTANCE OF 323.92 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY UNE OF EAGLE PASS COVE; THENCE ALONG THE SAID EASTERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 170.00 FOOT RADIUS CURVE TO THE ROCK SUBDIVISION RULES AND REG 0 4; LEFT, HAVING A CHORD BEARING AND DISTANCE OF N18'11'40'W„ 173.76 FEET TO THE SOUTHEAST CORNER OF LOT 20 BLOCK 31, WOODLANDS EDGE; THENCE N35'32'15'E, ALONG THE EAST LINE OF SAID LOT 20, A DISTANCE OF 150.00 FEET; G� THENCE N59'19'09'W, A DISTANCE OF 229.34 FEET; THENCE N6743'53"W, A DISTANCE OF 177.37 FEET TO A POINT ON THE EASTERLY LINE OF TRACT A-31 BLOCK 31. WOODLANDS EDGE; THENCE N1O'21'00'E, ALONG SAID EASTERLY LINE OF HAVE BEEN COMPLIED WITH. TRACT A-31, A DISTANCE OF 197.73 FEET TO THE POINT OF BEGINNING. CONTAINING 2.95 ACRES, MORE OR LESS. q S 47.54'07' E'f+ Z 127.58' rn 64 33 31 29 BLOCK 30 DATE OF EXECUTION TIM E. D E c}�� 8 REGISTERED PROFESSIONAL O OZ SOUTHWEST CORNER ? S3 © 9 4',�,Y�� ENGINEER NO. 5033, ARKANSAS -"�i NWi/4 SE1/4 �"' N 811000'5' E SECTION 7 61 49 A TE�".J•`Y+c.. ,,"on.,,,,.•••••,,o .,.. _ 32 TRACT D-17 r' S�; ti�OFAUjy' tyi CDS 53�i1'S8' E - -_P I 12 .�A �?,.�1i,.a ,�\�� LC75.17' o 7 2 :d5"•a i8+lnu,:WHITE-DATERS:'"-1 -`*:* I f'L`.)1`IAL ii SUE .INC. 5Z; N 60 r, F' rr x4 y yyy&ASSOC,ATES. o '•rn n; q 6 'a%IS<kl`y;,l.,"-• :9� T,.J38 eW�= 'r4 Co p AiCr.$,"e33 ('�C' 50 S 87.16'40' E 370.94' 59 4 70 �'�11jjj1.W TRACT A-30 R11 �. ID 6 ` 13 I RfOTA/� I pOiHr I 51 ul 5 I 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 IN ACCORDANCE WITH IS PLA-'. -4/a-7/1q DATE F EXECUTION Rocket Pr r e pe es, LLC by Ron Ty , member 1701 Centery ew Dr., Suite 115 Little Rock, A2 72211 2001056467 & 2003033275 INSTRUMENT NO. 2003119044 & 2004027367 CERTIFICATE OF FINAL APPROVAL 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 2019021435 .TY�:�=; IIIII��v�lllllllai6111� y`��, � : = vPF9EnrED: o,-razors n:s�.s�AN RECONDED: a4.16]a1a 1203:20 PM In Offidel Ro nls afTeni Hollingsworth CIrpAVCo my Clerk .^ PULASKI CO, AR FEE $15.00 CERTIFICATE OF RECORDING ,3Lm n:ao 14 / I()7-0,E1 30 Z1 L�3y NN I 4 GENERAL NOTES: BLOCK 30 1. 1/2" IRON PINS WERE SET AT ALL TRACT CORNERS r^ 2. ALL EASEMENTS SHOWN =_____: ARE TO BE USED FOR wo 3 QP� I 2 A) UTILITIES WHEN LABELED "UTILITY ESMT.' fl BLOCK 30 OR 8) ACCESS AND/OR UTILITIES WHEN LABELED "ACCESS & UTILITY ESMT.' OR 52 C) DRAINAGE, STORM DRAINAGE OVERFLOW AND/OR UTILITIES WHEN LABELED TRACT E-31 "ESN1r.' 3 _ TRACT A-30 / `�,'•° �\ 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. SPRING VALLEY MANOR \iw 53 N Z S5 n n 3 67 M N N f 60 S9 SOUTHWEST CORNER SW1/4 SEt/4 SECTION 7 i2. 5/ IV 64• 0oA•39 ® 74 Sj- L, SW1/4 SE1/4 tizm y�e SECTION 7 N6• T-1-N, R-13-W 49 r65Dt4, 9 0' w 55 S 8 50 Ig�3s B6 BLOCK 31 of 10 ti ® 43 ® 7 51 So�4 a No' %' \ \ 4, 59 Z6hA e� NB � \\ s 08, - o 54(Zs qIn 4 S 852'06' WDom �s TRACT D-31F6 R980.00' \ 120.00' N CDLC323.51' \\\ - 41 O U p9. \ 4Ic j \ 4 ell)\ 40 gpo) SS CDS77'24'45'E LC325.64' 3 r^ 0 38 E 153,30, c 14 j4 420 N 88.48'14' W ARKANSAS STATE PLANE COORDINATES NORTH ZONE Northing Easting _ 1Q 145447.00 _ 1183229,32 2 _- 14523104 1183465.14 3 14496414 1183744,42_ 4 144790.96 1183838.81 144767 08 1183515 76 _ 6 14493215 118346151 _ 7 14505_421 118354869 _ 9 14517123 118335146 _ 9 145252.4 9 1183193.80 144763.95 1L83473.50 _ 144964.51 _ 145050,15 TRACT C-31 1 2 j SE1/4 SE1/4 -- SECTION 7 TRACT B-31 Q9 T-1-N, R-13-W 3 Z � a� I £ N V w R905.00' \ CDS65.40'07'E 30 O two �I 1. oo N'. LC29926' \ �\ o I in. a G 14 In a''2o I N 09'47'02' W Z S 57 31 155.14' 15 �9 3O4 9 19J,23 �-_�-N 30.12'36' E S4SOS polo+ 50.00' b IV 190 oo' R148GO' CDN22.48'32'E ?l6• 35 LC41,82' 13 /v r � 12 I 2� w o',:M / m oNrr1 W Y IDp Ywu Cq NO J mN �p U1 n � w �ZJ N TRACT A-31 ti W ti 18 0 oy m a �'" s 7s•DD. 1$4.7S, E' �yJ 4. ALL TRACTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. 5. ERROR OF CLOSURE: EXCEEDS 1:20,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% UNLESS NOTED OTHERWISE. \ \ POINT OF BEGINNING 11 7. TRACTS E-31 AND F-31 ARE PROTECTED GREENBELT AREAS. \ / TRACT F-31 1 Ld \ \ f SW1/4 SW1/4-` SECTION 8 T-1-N, R-13-W \ \�4t\ 2 H \ \ 16 I 3)3� I✓ O \\ \\\ s BLOCK .31 t4 \\ \ys. 1` LAKE 3� \ \ \ e6�o.\, 20 \ \ 17 O \ 12 � \ O� o•L.J R170.00' / / // DNI8'll'40'W / LC173.76' / P, \ i TRACT F-31 NO PORTION OF ANY LOT IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 03 2 ^• N 69•g2 I qyv ) 0 sa /cS 85-446'17' W 323.92' 10 cFts i P. S 85.46'17' W 42,3ff' - - - - POINT OF BEGINNIN L.. - - - - - yCBL uawe \ \ SOUTHWEST CORNER TRACT E-31 \ \ S 85.46'17' W 1598,20' I �---.-----"-------- \ \ SE1 /41 SE1/4 SECT 7 \ \ ___I _ _- -.- -. 145991.35 1181301.61 _ __146036.38_._1181241,42_ 145078.37 1181934.06 _ 146097.05 t16111895 146182.58 1181024 29_ __ 146260.10 118095351 14633838 1180889 57 146412.40 1180823.33 PLAT OF 5_6��` TRACTS E-31 AND F-31 WOODLANDS EDGE _-i4658oz3 6o700.93 AN ADDITION TO THE CITY OF 14670003 118062689 _14599282__.._1180604.15R .. LITTLE ROCK, ARKANSAS _144673.65 1160560.29.. D P 14464611 1181879,65 PART OF THE SE1/4 OF SECTION 7, AND PART OF THE SW1/4 SW1/4 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS 100 0 100 300 Scale 1 " 100 ft MARCH, 2019 WHITE DATERS & ASSOCIATES, INC. • CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job 117-498D