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HomeMy WebLinkAboutS-1313-TT Map 1s � WJ 0 � \ 70 S 34°55'58° E 69 103,88, S 37'16'26' E 103,88, 88 - n w A S 39'36'54' E °' 103,88, 67 z S 41'30'08' E 66 96.50, S 42°23'41' E 65 104.97' S 47'54'07' E1 127.58' 004 c 4,0 NSOUTHWEST CORNER p I6e NWI/4 SET/4 SECTION ] R50.00­� CDS 53'11'58' E LC75.1T m n LEGAL DESCRIPTION TRACT E-31 PART OF THE SEi/4 OF SECTION 7, AND A PART OF THE SW1/4 SW7/4 OF SECTOR 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 ONE OF TRACT B-30, SAID BLOCK 30, WOODLANDS EDGE, A DISTANCE OF 12223 FEET TO THE SOUTHEAST CORNER OF SAID TRACT B-30; THENCE S4731'W'E, A DISTANCE OF 319.77 FEET; THENCE 545'17'56"E, A DISTANCE OF 386.30 FEET; THENCE S2835'241, A DISTANCE OF 19713 FEET; THENCE S8546'171W, A DISTANCE OF 323.92 I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS FEET TO A POINT ON THE EASTERLY RIGHT OF WAY ONE OF EAGLE PASS COVE; THENCE CONTINUE S8646'17'W. A DISTANCE OF 42.38 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY ONE OF SAID EAGLE PASS COVE, SAD POINT BEING THE POINT OF BEGINNING; THENCE S8S09'48 W, A DISTANCE OF 949.35 FEET: THENCE S8717'25-W, A DISTANCE OF 651.89 FEET TO THE SOUTHWEST CORNER OF THE SEi/4 SEi/4 OF SAID SECTION 7; THENCE N88'48'141V, ALONG THE SOUTH LINE PLAT CORRECTLY REPRESENTS A BOUNDARY OF THE SW1/4 SEI/4 OF SAID SECTION 7. A DISTANCE Of 1319.55 FEET TO THE SOUTHWEST CORNER OF THE SAID SW7/4 SEi/4; THENCE N01'54'17*E. ALONG THE WEST LINE OF THE SAID SW1/4 SEi/4 AND ALONG THE EAST ONE Of SPRING SURVEY MADE OR VERIFIED BY ME, ALL VALLEY MANOR EXTENDED. A DISTANCE OF 1319.90 FEET TO THE SOUTHWEST CORNER OF THE NW1/4 SE1/4 OF SAID SECTION 7; THENCE N01'5057E. ALONG THE WEST LINE OF THE SAID NW1/4 SE1/4, A DISTANCE OF 707.57 FEET TO THE MONUMENTS REQUIRED ACTUALLY EXIST AND SOUTHWEST CORNER OF TRACT F-17 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.BB FEET; (3) ARE CORRECTLY SHOWN HEREON AND THAT ALL S3T16'26"E, 103.88 FEET; 14) S39'36'S4'E, 103.88 FEET; (5) S41'30'08"E, 96.50 FEET; (6) S4223'41% 104.97 FEET; (7) S4T54'07'E, 127.58 FEET; (8) S10'28'41"E, 70,41 FEET; (9) N8532'05"E, 110.00 FEET TO A POINT ON THE SOUTHERLY SURVEYING REQUIREMENTS OF THE LITTLE NIGHT OF WAY UNE OF WEATHERSTONE POINT; THENCE ALONG SAID SOUTHERLY HIGM OF WAY LINE FOLLOWING THE ARC OF A GOOD FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S5S11'E8"E, 75.17 FEET TO ROCK SUBDIVISION RULES AND REGULATIONS THE NORTHWEST CORNER OF LOT 32 BLOCK 17, WOODLANDS EDGE; THENCE S11'56'011, A DISTANCE OF 120.00 FEET TO THE SOUTHWEST CORNER OF TRACT D-17 BLOCK 17. WOODLANDS EDGE: THENCE S87'16'40"E, ALONG THE SOUTHERLY ONE OF SAID TRACT D-17, A DISTANCE OF 370.94 FEET TO A POINT ON THE WEST LINE OF TRACT A-30 BLOCK 3D, WOODLANDS EDGE; THENCE 91T35'25'E, ALONG THE WEST UNE OF SAD TRACT A-30, A DISTANCE OF 330.00 FEET TO THE HAVE BEEN COMPLIED WITH, NORTHWEST CORNER OF TRACT C-31 BLOCK 31, WOODLANDS EDGE; THENCE ALONG THE NORTHERLY UNE OF SAID BLOCK 31, WOODLANDS EDGE. THE FOLLOWING COURSES: (1) 525-25'39'W, 106.31 FEET. (2) S31-22'44W, 150.28 FEET. (3) S45'18'31'E, 181-00 FEET: (4) S59'26'54•W, 288.35 FEET; (5) S8523'06'V, 120,00 FEET; (6) N58'GB'25'W, 111.84 FEET; (7) N5039654"W, 155.86 FEET; (8) N5T33'51"W, 163.86 FEET; (9) N6l'11'14'W, 165,00 FEET; (10) N6C1P'D2"W, 141 A3 FEET; (11) S58'25'18'W, 204.39 FEET TO A POINT ON THE WEST UNE OF LOT 10 BLOCK 31, WOODLANDS EDGE. THENCE S02-16.32YV, ALONG SAID WEST LINE, A DISTANCE OF 165.77 FEET: THENCE S55D2'17'E, A DISTANCE OF 110.00 FEET; THENCE N4924'47'E, A DISTANCE OF 115.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY UNE OF EAGLE PASS COVE; THENCE ALONG SAD SOUTHERLY RIGHT O WAY LINE THE FOLLOWING COURSES: (Q ALONG THE ARC OF A 50.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF 1,189-00'38E, 53.39 FEET: (2) ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N83'51'16"E. 23.05 DATE OF EXECUTION DANIEL W. HAVNER FEET; (3) ALONG THE ARC OF A 980.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S59-11'25_E, 323.51 FEET; (4) S49-41'23'E, 117.09 FEET; (5) ALONG THE ARC OF A 350.0D FOOT RADIUS CURVE TO THE REGISTERED LAND SURVEYOR LEFT, HAVING A CHORD BEARING AND DISTANCE OF S77-2445E 325.64 FEET TO THE NORTHWEST CORNER OF LOT 11 BLOCK 31, WOODLANDS EDGE; THENCE S1560521'E, ALONG THE WEST LINE OF SAID LOT 11, A DISTANCE OF 150,00 FEET; NO, 1542, ARKANSAS THENCE 1,174'47231, A DISTANCE OF 153.30 FEET; THENCE N69-52'26"E, A DISTANCE OF 273.87 FEET; THENCE N3546'51"E, A DISTANCE OF 124.60 FEET THENCE N59'04'10Y7, A DISTANCE OF 190.W FEET TO A POINT ON THE SAD SOUTHERLY RIGHT OF WAY UNE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOLLOWING A 148,00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N2748'32"E, 41.82 FEET; THENCE S6739'36"E. A DISTANCE OF 197.23 FEE[; THENCE N30'1236"E, A DISTANCE OF 50.00 FEET; THENCE N09'4T02'W, A DISTANCE OF 155.14 FEET; THENCE N19'55'34W, A DISTANCE OF 125.00 FEET TO A POINT ON THE SAID SOUTHERLY RIGHT OF - WAY LINE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 270.00 FOOT RADUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S8534'35"E, 97.40 FEET: (2) 575'11'07"E. 36.91 FEET; (3) ALONG THE ARC OF A 905.00 FOOT RADIUS CURVE TO THE RIGM, HAVING A CHORD BEARING AND DISTANCE OF 56540'07"E, 299.26 FEET TO THE NORTHWEST CORNER OF LOT 15 BLOCK 31, WOODLANDS EDGE; THENCE S3741'22"W. A DISTANCE OF 160.00 FEET; THENCE S55745'05"E, A DISTANCE OF 152.16 FEET; THENCE N43"56'58''E A DISTANCE OF 151.59 FEET TO A POINT ON THE SAID SOUTHERLY RIGHT OF WAY UNE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 17000 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S68'10'33"E, 61.48 FEET; (2) S7835'34'E, 20.24 FEET; (3) ALONG THE ARC OF A 645.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S8555'13'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 N6745'58'E, 77.24 FEET; (5) ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N7258'18"E, 28.10 FEET; (6) ALONG THE ARC OF A 100,00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S7726'00E. 28.85 FEET TO THE NORTHWEST CORNER OF LOT 16 BLOCK 31, WOODLANDS EDGE; THENCE S1T13'O2"W, A DISTANCE OF 135.96 FEET; THENCE S75'00'58"E. A DISTANCE Of 154.75 FEET; THENCE S66'59'56'E A DISTANCE OF 118.97 FEET; THENCE N3T48'24"E, A DISTANCE OF 150.DO FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY ONE OF EAGLE PASS COVE; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) ALONG. THE ARC OF A 195.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DIS[ANGE OF S6916'16"E, 44.75 FEET; (2) 566'51'33"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 S24'27'42"E, 175.31 FEET TO THE POINT OF BEGINNING. CONTAINING 43.71 ACRES, MORE OR LESS, CERTIFICATE OF ENGINEERING ACCURACY LEGAL DESCRIPTION TRACT F-31 I. TIMOTHY E. DATERS, HEREBY CERTIFY PART OF THE SEI/4 OF SECTION 7, AND A PART OF THE SW7/4 SW7/4 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 CORNER OF LOT I, BLOCK 30, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S71'55'36E, ALONG THE SOUTH UNE OF TRACT B-30, SAID BLOCK 30. WOWIANDS EDGE, A DISTANCE OF 122.23 FEET TO THE PLAN MADE BY ME, AND THAT THE SOUTHEAST CORNER OF SAID TRACT B-3D. SAID POINT BEING THE POINT OF BEGINNING; THENCE S4T31'W'E. A DISTANCE OF 319.77 FEET; THENCE S46'17'56'E, A DISTANCE OF 385.30 FEET: THENCE S2835'24"E, A DISTANCE OF 197.23 FEET; ENGINEERING REQUIREMENTS OF THE LITTLE THENCE S85'46'17"W, A DISTANCE OF 323.92 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF EAGLE PASS COVE; THENCE ALONG THE SAID EASTERLY RIGHT OF WAY ONE FOLLOWING THE ARC OF A 170.00 FOOT RADIUS CURVE TO THE ROCK SUBDIVISION RULES AND REGULATIONS LEFT, HAVING A CHORD BEARING AND DISTANCE OF NIEYII'40'W, 173.76 FEET TO THE SOUTHEAST CORNER OF LOT 20 BLOCK 31, WOODLANDS EDGE; THENCE 1,13532'15"E, ALONG THE EAST UNE Of SAID LOT 20, A DISTANCE OF 150.00 FEEL HAVE BEEN COMPLIED WITH. THENCE N5Tl9'09'W, A DISTANCE OF 22934 FEET; THENCE N62'43'53'W, A DISTANCE OF 177.37 FEET TO A POINT ON THE EASTERLY UNE OF TRACT A-31 BLOCK 31, WOODLANDS EDGE; THENCE N10'21'00"E, ALONG SAID EASTERLY UNE OF TRACT A-31. A DISTANCE OF 197.73 FEET TO THE POINT OF BEGINNING. CONTAINING 2.95ACRES, MORE OR LESS. Eu TRACT E-31 1 3 w e 6q• oZCd 3q 48 Iql g�2-w ��aIN �'T��i_V. ho. z _ � -e war••- I - ».. ^� � ��w ;: N 3 IF. Ir 5 N44 43 4�1 51 �JS "'9_ 46 36 IN , S Sr 0 Q 2a oo � \ N $e. 59 260d O Ail eaS s S oN u R980.00' \ 120A0' O m u qJ CDS59'11'25'E \ \ O '54 q-� u LC323.51' 41 53 U ,P Y9. \ f \ 0 p9� \ R350.00' CDS77'24'45'E LC325.64' UL N r^ 0 38 C 15333' SOUTHWEST CORNER p N 7A°4223 SW1/4 SE1/4 SECTION 7 'pe, P 9 N 7 s NiS � N n R905.00'\�\ CDS65°40'07'E \\ -- 30 a a o u u LC299.26' Cw m \ n 'L 20_ p 33 N OW47'02' W 155JA' S 6j, 31 Tl 34 N S3996< 9 F 19J2 32 N 3012'36' E " p 50.00' 96" ' f 79ppp R148.0'3 CDN22'48 35 LC41.82' 2' Pb b0 b- 36 2j381 bg 5Z z6. E N SOUTHWEST CORNER W 65168' SEI/4 SEI/4 S 82"1T25 sfcn6r n PAF ARKANSAS STATE PLANE COORDINATES NORTH ZONE L ,_ , ,4 -�Fr TI/l AI 18 3 10 hTOq°1 P31h1 o w oMro o0, u> w w m 16 pin S OWW S IS9esa`e WnU %5. S �yJ w nz a U U G Northing Ensting (D 145447B0 1183229.32 145046.61 1182141,64 145991.35 1181301.61 2 145231.04 1183465.14 145003.40 1182116.48 146036.38 118124142 3 144964.14 1183744.42 ® 145078.37 1181934.06 ® 145078.37 1181934,06 ® 144790,96 1183638.81 ® 14503982 1181917.85 ® 146097.05 1181118.95 5 144767.08 118351576 144942,16 1182080.83 (51461825B 1181024.29 6 144932.15 1183461,51 ® 144841.08 1182007.97 0 146260.10 1180953.51 7 145054.21 1183548.69 144746.84 1181750.83 0 146332,32 11B0889.57 8 145171.23 1183351,46 ® 144706,41 1181602,96 ® 146412,40 1180823.33 9 145252.49 1183193.80 144851.24 118156391 ® 146495.06 1120760,42 1® 144763.95 1183473.50_ 144922, 20 I18124610 146580.23 1180700.93 Ii 144923.53 1183400.91 144997.95 118115681 146700.03 1180626.99 1© 144954.51 1183328.42 145163.65 119097896 145992.82 1180604, 16 I© 144976.70 1183289.56 145161.18 118085604 144673.65 1180560.29 1(j3 144900. 23 1183094.43 4. 14508392 1I80g106.14 144733.56 118252564 144940,03 1182944 34 145146.95 118D625.99 145072,39 1182976.03 14531E60 1180632.57 1 145078.67 1182947.87 4® 145419.63 118080670 145070.44 1182921.01 145359.16 118093510 _-- 145035.09 1182852.33 145279.64 ❑81079,67 145046.80 1182688.22 145191.76 1181217.97 145050.80 1 T8266&38 145092.96 1180338.52 14507165 1182611.31 145033,93 1181433.51 144964,51 113250610 745043.58 1181553.12 145050,15 116238032 145190.16 1181801.45 145176,76 118247814 145317.45 118167E78 n 145300,06 118220547 145445.75 1181751.03 (a 145309.50 18216979 14554176 1181796.67 145317 01 1182072.68 145856.33 1181696,94 145199,49 1182115,28 ® 145873.94 1181326.42 S 88°09'48' W 940,35' S21'SS 36 72223, E w O (7 Nry' 2 � N 2 I� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. '033. ARKANSAS POINT OF BEGINNING TRACT F-31 N S\2�s 3p9 (✓ ATE 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 00 HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT, Dy ROn IVOR, Me Hu Der 1701 Centerview Dr., Suite 115 Little Rock, AR 72211 2001056467 & 2003033275 2003119044 & 2004027367 INSTRUMENT NO. 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 CERTIFICATE OF RECORDING GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL TRACT CORNERS 2. ALL EASEMENTS SHOWNARE TO BE USED FOR A) UTILITIES WHEN LABELED "UTILITY ESMT." OR B) ACCESS AND/OR UTILITIES WHEN LABELED "ACCESS & UTILITY ESMT.' OR C) DRAINAGE, STORM DRAINAGE OVERFLOW AND/OR UTILITIES WHEN LABELED "ESMT,' 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 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. 7. TRACTS E-31 AND F-31 ARE PROTECTED GREENBELT AREAS. v 12 \ pb ^ \6 R17000' CDN1e'IV40'W LC173.76' 2P 14 b � �PPb OD F gh.�IO1h �"°. \ "I TRACT F-31 boa 0 'U rYl Od'v y oR, 32 ( Z261 � S 85'46'1 10 O S 85°46'17' W 42.38' POINT OF BEGINNING - TRACT E-31 100 0 100 300 ® Em Scale 1" = 100 ft 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. PLAT OF TRACTS E-31 AND F31 WOODLANDS EDGE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS 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 JANUARY, 2019 ©WIMMATM&ASSOCIATE, INC. MCML ENGINEERING, 1AN0 PLANNING & DEVELOPMENT, SURVEYING 24 RAHIJNG CIRCLE LRTLE ROCK, ARKANSAS 72223 Job # 17-498D