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S-0285-V Map 5
/ / / 125 ,``slltnnrtr `���e •7y 'l�( ,j S fJ' CERTIFICATE OF SURVEYING ACCURACY I, JOE D 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 WIT 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 THIS PLAT. 1 \ / ��'h, 1• LAB .1''sv DATE OF EXECUTION LITTLE ROCK,CH ERTIES IAS J227 i '...rn..t0' 900 S. SHACKL FORD SUITE 300 \ 0 / 1 ^ p / DATE OF EXECUTION E D. WHITE D R PAGE \ l `tl� / REGISTERED LAND SURVEYOR NO. 534, ARKANSAS ADDRESS \ 1 9 1 3 INSTRUMENT NO. 93-23375 �_ CERTIFICATE OF ENGINEERING ACCURACY vp \ �j� S• p A / l I ��/�5�,� Tt t� ° i CERTIFICATE OF FINAL APPROVAL SNv \ ��N / 1 2 3 R / I 41 A "t"'r�' I, TIMOTHY E. DATERS, HEREBY CERTIFY J (a, \ � � � THAT THIS PLAT CORRECTLY REPRESENTS A � O � \ / I � 11 t ' e PURSUANT TO THE LITTLE ROCK SUBDIVISION 4- `5" O / n �j ' I / 1 REGISTERED � PLAN MADE BY ME, AND THAT THE I\ 4 \ RULES AND REGULATIONS, AND ALL OF THE \ 41 10 2 R 9` 2° / / r) ? a P H 0 E E S S 10, A L ; ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN �8\ 1 2 1 R I I L_ V'f\ Q / ENGINEER V ROCK SUBDIVISION RULES AND REGULATIONS S7 1 * . * 1 COMPLETED, THIS DOCUMENT IS HEREBY O s• S• 2 361 I I S7 13 i ft HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY 5 6g 05' / 6'O6 �?i No.5033 �` 1 sr. S. / >SL F 1 I 36 og08 E J :�OTy P� �/1 �✓ y/ �. EXECUTED UNDER THE AUTHORITY OF SAID �' O 47 HE RANCH 8 F' E. O�i! RULES AND REGULATIONS. �9�,0� 40 �`� / $4a3' 86, 6 I I S7 �.we.,..o� o� < ,\`O �. 8. 11,E O 4943�33$2,.E BOOK D PAGE 782. 3 Zz c'p \ o / /� �- - 75.63'- - - --S86.04'42"E I 271.33' O i ,/ i r i J DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL /Sy C' - 137.g3'- O /i 5�6. 2' / ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE" ROCK PLANNING o / /�° ,SOD 5' Easement �' -�j°3 57.77' 4 i 39 103 1' ;`1 n `41. O !80?6'F // /� COMMISSION 14 , CO/ 5�'4� a w 1 46' SS CERTIFICATE OF RECORDING °° �1 ^3ro o� h ��. 23.47� 6p r S, •ho 104 �� 105 oM o� , , \ \ 10, ��89;�,., ' f ;j3 \ ^ �` THIS DOCUMENT, NUMBER FILED FOR 38 \ 9 24 4 o N 106 born 1 1 / 7 RECOR�D�3 -2Z , 19 45-, IN PLAT BOOK G 7'. \ L'i � v tio6 ^ b �• SS / r PAGE . 87 w 1N� Ad\ `� °� 9g� \ 9602 I 1 ` ?4 a7OF 63 as 107 'J \ 43.32' - - 15' B.L. �d11 �) , 37 1 14.63.- - - - 138.83- - - - -- 28.96' _ ti° `� o 1244 �- SARATOGA 106.�14'_�_ Cb / ' o `> 0 ,' 77.90 3' C4 o ` / h _ / 1 5 50 0 50 150 A-j�O 7p\ ��\ 96.40, �i5.a8' 2.42' % a^j >s, �,�.' a \ DRIVE "27 � i _115.00' - o�„ / ;3 THE "RANCH 8 �I Scale 1" = 50 ft � ! - - 100.00' \ F5" / ^� BOOK D PAGE 793 a _ 65.08' p, 41.56' C14_ �� �o / ^� \ 1 4 , �� 15' B.L. I l a- Be%57'15" 3 2.5' B.L. °128 .7 b Z5 ZO �88 17 , \ / -)N , 14R \ .. 7.51 15 STATE PLANE COORDINATES POINT NO. NORTHING EASTING 4 174482.30 1173708.36 5 174394.72 1173792.86 6 174350.50 1173933.96 7 174331.95 1174204.65 8 174323.28 1174239.69 9 17 431 1.52 1 17 4303.54 10 174280.75 1174375.00 11 174265.19 1174398.14 12 17421 1.70 1174477.58 13 174087.58 1174427.43 14 174097.63 1174410.82 15 174137.85 1174353.65 16 174096.60 1174325.11 17 17 41 19.90 1 174 287.28 18 174030.71 1174241.06 19 174032.29 1174144.88 20 174011.66 1173950.63 21 173923.98 1 17381 4.61 22 173728.29 1173964.50 23 173783.02 1174020.49 24 173664.96 1174105.38 25 173634.55 1174062.97 26 173649.77 1 17392 3.85 27 173587.64 1173925.96 28 173573.61 1173877.97 29 173599.22 1173849.75 30 173643.53 1173758.07 31 17 3730.51 1173658.79 32 17389 4.38 1173638.91 33 173972.48 1173693.34 34 174042.39 1173731.77 35 174072.73 1173744.69 36 174138.61 1173612.73 37 174234.22 1173669.22 38 174278.76 1173606.51 39 174315.87 11736 40.02 40 174378, 58 1 173587.5 7 41 17 4391.07 1 17 3580.10 6428, 84 I 83 ":1 �499 (0 o I 1p II II , SSR 14 Thof-RchE 5'82 16 Phase B81 5' h0 '1V\ _ -- - Legal Description / . J 'l �rV �. \ 16`3 `3 I I ^ .. _ I I o o, �� " C/y 8� 00"7000 69 �806a /t/2 alllinct of T-2 land loco, W. ed tPuthe knkiWCounlyr Arkansas, Section more particularly de3 and in the EI/2 cxn'be6lror9.14 y (J Cb �V n oae \ %' I I +j _ ` 0' Easement S S Beginning at the Southwest comer of Lot 94, The Ranch, on Addition to the City 34 �� w I I _ _- - �' Rib c 8 �9 9y ^i ^ p,' / n ny \ a I I aj° Easement L - - - lb / 9 \ ti 4 8' of Little Rock, Arkansas; thence S54'21112 W, 52.19 ft.; lhlence N83'45'23'W, p . d t o' Ease n_ J 9 4.18' 3 4 �Y O 8' /� y,• g 0 1 „ 8 4 1 �Q �2., 139.95 it; thence Southerly along the arc of a 125.36 ft. radius curve to the N89'03'53 W 1 8 A 43. 7 iQi left, having a chord bearing and distance of SOt'56'44'E, 62.16 ft.; thence O , "w 195.34' 19 \ '0 19' 8 0 26• 9 4 S7S41'55 W, 50.00 ft.; thence Northwesterly along the arc of a 25 ft. radius =ry�O�"77/ / / .iSOg. S83.56'0� O,\ \ / / %' curve to the left, having a chord bearing and distance of N4746'32'W, 3811 Cj Cp ft.; thence Northwesterly along the arc of a 193.52 ft. radius curve to the Q > / \ PAGIS 2073-0094 right, having a chord bearing and distance of N64'12'OTW, 101.82 ft.; thence 49" (, 5 s 20 PAGIS 2073-00�3 \ ��H E RANCH 8 p �l/ , N4846'48'W, 131.99 IL; thence Northerly along the arc of a 123.79 ft. rotfus 16 / BOOK D PAGE S�' y 4 curve to the right, hav ng a chord bearing and distance of N0655'OTW, 165.07 / / ft.; thence N34'S2'12'E, 95.20 ft.; thence Northeasterly along the arc of a lb \ g , 33 \ \ 384.26 ft. radius curve to the left, him a chord bearing and distance of \ 7 N2848'11'E, 79.78 ft.; thence N23'03'49'E, 32.97 ft.; thence N6S28'OTW, ti (� 147.49 ft.; thence N3V36" 34'E, 111.05 ft.; thence Northwesterly along the arc i° \ y3 '.ry7 \� \ / p.� \ \ 980 h \ '\ \ �" of a 343.31 ft. radius curve to the right, having a chord bearing and distance 0 \ S. / ^p7 \ % % \ / of N54.36'41'W, 76.92 ft. to a point on the Southerly right-of-way [me at O �, \ cP / / p i Saratoga Drive; thence N4704'51'E, 50.0 ft. to a point on the Northerly, rot - THE � A N C H 8 \ i r of -way line of said Saratoga Drive, said point lying on the Southerly line of Lot , i / 102, The Ranch; thence Northwesterly along the South fine of said Lot 102, and ^� ti a a% BOOK ' E , PAGE 195 the Northerly right-of-way line of Saratoga Drive, being the arc of a 29331 ft. A�• \ \ / radius curve to the right, having a chord bearing and distance of N3754'3TW, o,"a 8 6 Cs \ \ �- 1 81.75 ft.; thence N3O'54'00'W and continuing along the South line of said Lot O n` �-- 102 and the Northerly right-of-way line of Saratoga Drive, 14.55 fL to the i 32 r� rD � \ ,i � � � Southwest comer of said Lot 102; thence N54'34'31'E along the West" line �\ \\ ��/�� \ \ of said Lot 102, 157.55 ft. to the Northwest corner of said Lot 102, said comer i i 1 also being the Southwest comer of Lot 124R, The Ranch; thence Southeasterly �• \ 13R �O� \ y I I along the Southerly lines of Lots 114R, 123R, 122R, 121R, 120R, 119R, 1i8R, 117R \ I k II6R, The Ranch, the following bearings and distances: S475824'E, 121,70 y r? \ R0• y 76 \ _ _ ft.; S7736'O E, 147.86 ft.; S8604'42'E, 271.33 ft.; S7606'08•E, 36.09 \ \ , / \ I, ; ft.; S7733'52'E, 64.93 ft.; S6642'26•E, 77.80 ft.; S5604'37•E, 27.89 706 ' \ \ - O ft.; and S5602'50'E, 95.77 ft. to the Northwest corner of Lot 1till The Roach; thence S2700'I1'W along the Westerly line of said Lot 114R, 133.87 ft. to the \ Q F Southwest comer of said Lot 114R, said comer lying on the Northerly righ-of- (� I tM I \ 21 Y (�(''j�O r ! J woy line of Saratoga Drive; thence Northwesterly along sdd Northerly right-of- � = Z > O \ T C l•� 1.1 ('' U p \ j woy line, being the arc of a 125.78 ft. radius curve to the right, having a chord �0 87 s �. S N45'139'"�5"E H� RAN 8 I bearing and distance of N5848'2YW, 19.41 ft.: thence NSS00'3GW and \ \ continuing_ al said Norther) right-of-way line, 69.78 ft.; thence 11 p�, c' / �\ \ s%. / CHORD 78.29• BOOK E, PAGE 195 I I S34'49'10•W 5�0.00 ffthence northwester) anon the arc of a 384.26 ft. rdus \ \ D. )S� \ 1�26' / R = 261.48' \ i I curve to the left having a chord bearing and distance of N5622'09•W 44.43 ft. W O 7 %8 `SQ'• G / \ n -z \ I to the northwest comer of lot 80 The Ranch; thence S2653'02TW along tk North to O � N \ �• ` �� I I line of said Lot 80, The Ranch, 100.00 fL to the Northeast comer of Lot A. The O \ 23 \ Ranch; thence N8703'53'W aloe the Norther line of said Lot 79, 97.19 fL J '`�� \ �� / \ 1 to the Northwest comer thereof; thence S8T56'06'W alongthe North line of - J O \ / - ` -- Lots 77 and 78, The Ranch, 195.34 ft. to the Northwesomer of said LA 77; \ y /y / �\ y \ / thence S35'56'04'W along the Westerly line of Lots 77 and 76, The Ranch, 231.79 Y �� / � �1 -pt/ I ft. to the Southwest comer of said Lot 76; thence S5T26'SffE along the rz /�^ `S6• Ci 22 fb 20'/EASEMENT js• \ / J Southerly line of said Lot 76 extended 177.83 fL to a point on ft Southody C/ �• Q z' G i - right-of-way line of Ranch Ridge Rood; thence Northeasterly along the arc of a // 797.7 �• ia� � S 7 �% 4 \\ i / 261.48 ft. radius curve to the right, having a chord bearing and distance N O , ?� 40 : V / �' �j - N45'39'15•E, 78.29 ft. to the Northwest comer of Lot 94, The Ranch; theme �, 9 �• ,\, S3543'14E along the Westerly line of said Lot 94. 145.41 fL to the Souflivest 31 , net 3t9 \ ^Da / �b F /� corner thereof and the pant of beginning, containing 355,014.00 sq. ft. or 8.15 acres more or less. 95 A8 \ �,• 1>s 24 / /k3l o, (a7 9, O Point Of �9 R8•• h`b / '5'*75 s 3�` Beginning12 14 9 88 �4' j / ^� 7600'20" S6' s• ,, 5 EASEMENT " a , �r4• ' 1�r.. GENERAL NOTES: 1. 112" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN -- _ = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6.ERROR OF CLOSURE: 1: 24,558 7. BEARING DATUM IS STATE PLANE DATUM. ADJACENT TO NORTH IS ALSO STATE PLANE DATUM. PLAT OF LOTS 1 4, 75-797 81 -87 95, 102R & 103-108 RANCU An Addition to the City khhms mm� Little Rock, Arkansas ALy�'1'Ol Y DATE: 3 /zv 9' 'N� 1 - - - S54 2.19' w I L 0 CA TED IN PART OF SECTIONS 13 & 14 C N64. \Cd 2 6 N8 39, 95' 52.19' ITHIS hCR 12 \ I ss' 25 I ATOGAEDR.I - -+ • , R -14 - W CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD - - - - - - _ _ - - . - 793 72 2, „ s 29 SO CHORD 62.E16' O 27 R = 125.36 N47'46'32"W 28 O CHORD 38.11' O R = 25.00' S73'41'55"W 50.00' Cl 144.23ft 83'38'59• 98.79ft 88.41 ft N06'57'16W 131.76ft C2 85.12f1 11'5 i'02" 409.26ft 42.72ft N2(d48'11"E 84.97ft C3 82.22ft 14'48'01' 318,31 ft 41.34ft S55'19'09•E 82.00ft C4 135.91ft 24'2750' 318.31 ft 69.01 f1 57W57'04'E 134.88ft C5 229.47ft 3Z07'31` 409.26ft 117.54ft S71'07'14•E 226.47ft C6 122.55ft 46'41'56' 150.360 64.91ft N0648'227E 119.19ft C7 200.00ft 4GOD'02" 286.48ft 104.271t N4959'4eE 195.97ft ca II7.46ft 39'56'06* 168.52ft 61.23f1 568'44'24'E I15.O9ft C9 23.42ft 08'54'00' 150.78f1 II.73ft S51rsvI8rE 23.40ft VICINITY MAP SCALE:1" = 2000' PULASKI COUNTY, ARKANSAS © WHITE-DATERS & ASSOCIATES, INC. �i CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201