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HomeMy WebLinkAboutS-0722-G Map 2LEGAL DESCRIPTION Part of the E 1/2. Section 8 and part of the SW 114. NW 114, Section 9, T-t-N, R-13-W, Pulaski County. Arkansas more particularly described as: Beginning at the Southeast corner of Lot 74, Point West Third Addition, Phase 2A, (Corrected Plat) Little Rock, Arkansas, said corner lying on the South line of the SE 1/4, NE 114, said Section 8; thence NO2'18'116'E, along the East line of said Lot 74 and along the East lines of Lot 75. 76, 77 and 78, said Phase 2A, 340.08 ft. to a point on the East line of said Lot 7B; thence S68'00'27'E, 1t9.98 ft.; thence Northerly along the arc of a 14D7.39 ft. radius curve to the left, having a chord bearing and distance of NO3.47'53'E, 15.42 ft.: thence S87'35'54'E, 166.47 ft.; thence NO5'tl'56'E, 70.05 ft.; thence N54'3l'36'E, 169.89 ft.; thence N50'09'36'E, 9t.65 ft.; thence S89825'244E, 191.83 ft.; thence N31'58'04'E. 123.72 ft.; thence N78841'041E, 23t.62 ft. to the Northwest corner of Lot It, Block 7, Cherry Creek, an Addition to the City of Little Rock, Arkansas; thence S18't9'4V E, along the Westerly lines of Lots It. 12, t3 6 14, said Block 7 270.32 ft.; thence S28'42'28'E, along the Westerly lines o Lots 15 and 16, said Block 7, NO.50 ft. to the Northwest corner o Lot N, said Block 7; thence St2.17'21'E along the Westerly line o said Lot 17. 79.66 ft. to the Southwest corner of said Lot 17; thence N77121'39'E along the Southerly line of said Lot 17, 51.51 ft. to a point on the North right-of-way line of Cherry Laurel Drive; thence S12'38'21'E. 50.0 ft. to a point on the Southerly right-of-way line of said Cherry Laurel Drive; thence N77'2t'39'E along said Southerly right-of-way line, 84.87 ft. to the Northwest corner of Lot 21. Block 4, said Cherry Creek Addition: thence S15146'14'E along the Westerly line of said Lot 21, 105.7B ft. to the Southwest corner of said Lot 21; thence S07109'14'W, 30.77 ft.; thence N75'06'15'W, i13.78 ft.: thence Southwesterly along the arc of a 180.78 ft. radius curve to the right, having a chord bearingg and distance of S20'55'29'W, 23.98 ft.; thence 524'29'25'W, 60.27 ft.; thence N65'30'35'W, 189.34 ft.; thence 520'57'05'W. 233.33 ft.; thence NBf'20'04'W, 74.72 ft.; thence N61'24'34'W, 104.95 ft.; thence N58'30'22'W, 50.09 ft.; thence N6t'23'28'W, tOl.28 ft.; thence S28107' 02' W, 69.23 ft.. thence SBO' 37' 25' W, 70.01 ft.: thence N8B'O3'30'W, 29B.02 ft.; thence S88'3Vi9'W. 85.79 ft.; thence N88'04'14'W, 156.84 ft. to the point of beginning, containing 13.9554 Acres sore or less. I 78 I I® E 119. 98' 9.98,;25DRAINAGESUTILITY EASEMENT12LO rS881'7' _I O I--- 77 I w . z I9d Sg I If 6. 75' t- o � 76• I o m �I i3 0 _ I 19 I C- 1- D � I 2° s . l s c� , 113. 43' U-) o �C¢i3 O0 1L Q U I I \�,, I o O oII �wMM zcn� w iQ LoI LO CD a Z 1f0.27 Ss vv 75 I Z 9�� 5' ti �f � \ I I N 7 4 \ o Easement \ � Io' I 1 15 �I \I\ 5' 925 107. 00' I 61 I \\ m 30' DRAINAGE N I sO° 181.44' o UTILITY EASEMENT'] I m 1BP40' m I i6 f 0 ^ Bg, --- - - - - -- 106.84'- O N880 04' 14s W 156. 84' CERTIFICATE OF SURVEYING ACCURACY 1, JOE D WHITE, HEREBY CERTIFY THAT THIS Curve r Radius Delta Length Tangent Chord/Brg \ 10 PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME. ALL Ct 150.78' 37014'25' 98.00, 50.80, 96.29' N05-57-40.1E \\ \\ MONUMENTS REQUIRED ACTUALLY EXIST AND C2 954.93' 2046'34' 46.27' 23. 14' 46.27' S78-58-24.7W j ARE CORRECTLY SHOWN HEREON AND THAT ALL C3 238.73' 51112'59' 213.40' 114.42' 206.36' S54-it-01.4W 2f \ �r SURVEYING REQUIREMENTS OF THE LITTLE C4 238. 38. 73' 39' 11' 14' 146, 48' 53. 32' 146. 41' N79-21-44. 9W \\ 1 1 ROCK SUBDIVISION RULES AND REGULATIONS C5 238.73' 11°09'22' 46.48' 23.32' 46.4!' NB6-21-49.4E �/` ( ` C6 75. 00' 61' 55' 41' 81. 06, 45. 00, 77. 1T N32-54-20. 9E p4, E Zgi, 62 . , \ AB.O"o \ HAVE BEEN COMPL I ED*TH� C7 1432. 39' 2836' 15' 65. 1!' 32. 56' 65. 10' S03-43-32. 2W 4� 30 -C8 286.48' 3°26'32' 17.21' 8.61' l7.2!' 503-18-24.OWB 6720 ATE OF EXECUTION E REGISTERED LAND SURVEYOR 4 BLOCK 7 \ 9 \ 1 2 NO. 534, ARKANSAS d 23 CERTIFICATE OF ENGINEERING ACCURACY CP f 0O / 24 \\ \ �\ �g� n ` 1, TIMOTHY E. DATERS, HEREBY CERTIFY N 5D 0 100 .`tih C h S_ �O THAT THIS PLAT CORRECTLY REPRESENTS A _ _ r `\ �- �� \ \ PLAN MADE BY ME, AND THAT THE �P �� \ ' e 22 \\ \ 13 ENGINEERING REQUIREMENTS OF THE LITTLE GRAPHIC SCALE f N FEET S89° 25' 24' E 191. 83' �° N� f?6 0S / �� \ 39. 66' m ej°q4 0 \ - ROCK SUBDIVISION RULES AND REGULATIONS 94. 9T- - - � 96. 86'- - - � a� `a°O tt5 tt'\ \ N \ HAVE BEEN COMPL 1 ED W 1 TH. \Easement �} ga�,1 ./Easeaent h�� \ 0 �'e 0 5 pIy 3A.6 \ BLOCK 7 \ ` �2 oO� pa m o 25 t\A, \ o \ \\ \� DATE OF EXECUTION TIMOTHY E. DATERS ®��� 1R 40 v \ o I Q 6,p0 50, 72g. 1 \ REGISTERED PROFESSIONAL / " i� 0 39 \ ! log." R. 4qj 2 i \ \ ENGINEER NO. 5033, ARKANSAS /1Gd•4�\`r' 00N > \ -,. Dry \ B)e46, \ 1 4 29.E � 22 56/ 1 a @ \ 4� f //a 45g5' \h �j2�/ \ \\ c��_ n 141 �6 \\ ' ' ; � \ r "" � CHERRY CREEK \ \ PLAT BOOK D 26 ,�� 5o BLOCK 7 �,� 15 a i 3°16 w s m_ 90' 20 \7"., -'6 t,Og- \ PAGE 569 115° \ \ter 0\ I 38 rn \ 1v•62' q , y o 03 3U:U" P \ ' �' o ® s ` ��s\ 25 6�Q\ 9° 0 51 50' A. \ c'�. Q f \ Q� 1 \�.5 m\ w N. 133. \ \ l�� 1 ,� \ w¢ il ti �n 9`\ '�� 66' a 27 27.9a' 7 16 43 e s6 Ov N/ s �� h--� L 9. \� \ �f.r+-' ,� v 1p6•,,\. 21• c �'• � \ o c o 19 lol• , Tract a Ea rn� © 0 12p / p 2A p5m 51.27' h' 11 js/ 37 20 \ \ 7.5'\\ 0 7t�4 , O ^ o . �. P -� p \ - z S87 35 54' E 166. 47' � I %_ S4� /°yo moo. p\ '� 23 © 9<'< f 16. 35' I J\ t5' BUILDING LINE roJ N \ 01 peni� �� / ss a a `no \LO ti of \2 99I v. P/ . ° Easeaent ✓ BLOCK 7 28 Ch Ease / 28.351 \ W 17 50' 180'3I 16_S•.\sm\ t,d O 90• rn/�Ea5epe 1848 11 7 5 r149' 3' 12A•1.35 a Tract `ou� L0 79.9 ' �0 82.25'- � - -84. 70'- - O 85.00= 25- 43.6 e 046 15' 18.89' 24N m 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. WINIZOCK CtVEUD�T PAW, I Z .,- l i5•y - DATE OF EXECUTION FIJI fty 90o D. R. PAGE 0 Wile PAXk, W ADDRESS 1 INSTRUMENT NO. `%O �7SS gQ•�"lSle CERTIFICATE OF FINAL APPROVAI 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 1 RULES AND REGULATIONS. DATE OF EXECUTION LITTL ROCK PLANNING COMMI SION CERTIFICATE OF RECORDING A THIS DOCUMENT, NUMBER FILED FOR RECORD = , 19 IN PLAT BOOK Y, PAGE h� _57.64� �"` 29 �. / 6' °°- 1r_ a7, - I BLOCK 7 10°j r9o� - - ✓v�LLJ�s Easement _ N p __ _ _ff \ 65' 114. B �j 1 \I C tN�P .�0 2i' 39� E >34. ✓ 27 ' 32 47 46 / / r 1 o C2 t2 62' 25 loss- rn _� 45 /o - I� 34 m 33 0 30 �� oa Au� eM. a 25' e�°mod / o o 9 _ 4g.60' h� I o �E1NE roo cn 21 �f j - - 25' BUILDING LINE Easement I / �I 25" B111L14G LINE - ov \ �97.42' 63' ° 22 m O - -�m 5• L--� 9 qm9 31.68' q° 0 h\ / ___� 7 / _�� CC) s o. 56. _ V- I I 88. 30' oq o' / I 5 0 1 m s� c 41' 28. 20' &" 1h j q� /. B6" o ° ^ 42 25 gE 0 \cpl L - 65. 00' 84. 89' / - J L -56. 86' 28. 15' 13. 44' 64 `' 16, ,qh/ 01. L5 r l2 & o E1N o BLOCK 5 C 4 0 �� / Q / Miry 1 1 163°f0, �� 3p ' Easeaent 2B 1+2B ►I u� 42)2 3�e�\ \I WOODBURY DRIVE ,/ �a5e 9\NG�\ 32 `1 39. 3D r z C 5 0 �.,/ �34 ti Og' 16, 1� 73' 55, �25� r - 4 6.9l N65•v' �� C( oo' !✓ 11 Ig, 9° 82. 30' 65. 00' o 65. 00, 67.9 0ent� h yti / 12 a /h l` 0'r °° 60- 29 °9 q 41 65. 00' qo 65. 00' 51. 27' 4. 68' 96. Ease o h b 3g \ 141� /✓ 1 Q I qd 5.45' ° /Co �� 9 % �o // /� ��� 99 7q-O O a0 rn - - --- -- -{�--------- ��91°2O fs �� 31 40 4L OO to O ryi 25' BUILDING LINE Q=q" o�,S 1 / / B M 70 OF INLET cc�j P NL $ � o - o i7 1� 10• \ \ a �o `. _ ELEV. 393.72 O o 13 i 4 o i 5 0 16 >• N ,,o SP P�, ' ti� �o �> v l 1i i2 ��~ / ti"'3sf°��e / Cy. Q 9 ' 13 O BIB/ tia��` a rL ~ _ I I BLOCK ~`1C� 25'B,�� Q Easement q� \ O J / `L 1, 2 �� oo � I69 �^/i2. � qO" / o o I a O B° S o / �2- / 1t6'44' � c qV q^ Easement ,/ ` 37 0 85. 79 _ - 65. 00'- [_ 65. 00'- -I L _ 30.57 O^ Og- Ro _ 65. 00' - - - 65. 00'- 38. 02'-' 39.44' / 1 43 -- -N88' 03' 30' W 298. 02' - - 0 39 S88 3119 W 65.79 SBOo 26 W 70 o,`L 0 _ - 90' 14 Q Ol N549�� 36 � 37 - o- ,y6r \ \SQ - s_ CONCRETE MARKER \9S. 34 ` - SOUTHEAST CORNER 560 A �Q, SE 114, NE 1/4, BOUNDARY PAGIS COORDINATE POINT • NOM H EAST \t9' ze' 30 9 f47009. SO t187371. 55 10 147348.91 H 87385.22 it 147003.82 f1B7528.30 °S 12 147344.73 1187505.13 .o� 13 147358.02 1187556.27 14 1.41353.14 i187672.64 t5 147422.90 1187678 99 16 147521.49 1137817.34 e 17 1475BO.20 t187887.71 1°j 18 147578.27 H88079.54 N`9d m 20 147683, 23 1 tB8145. 04 PAGIS 2055 21 t47728.67 1188372.15 22 147472,07 11 B8457. 16 �53 m 23 147348.84 it88524.65 � 24 147270.83 1188541.64 b p 3j2 �, & ss'a� 25 147234. 08 1188605. 48 41, 389 69' e 27 147252.05 1188685.62 b o '^ 28 147150.26 1188714.37 66B.47 m 29 147119.12 1188710,54 �o- �' 30 147148.91 1188600.56 31 147096.83 1188512.41 Er' 32 �47150.15 ft88394.70 34 146974.29 1188327.37 35 146943.50 1168237.40 36 146993.73 H88145.24 - PAGIS 2055 AZM MK 37 147019. 90 1188102.53 • 38 147058.39 1f88013.61 39 147007.34 11879BO.98 42 146994. 58 1 i 87951.E t BOUNDAP Y TIE TO PAGIS- DATUM 43 55 147006.03 146932.24 1187614.0E 11B83H.27 56 146995.93 1187911.91 vv, �i 1 to SEC. 8, T-1-N, R-t3-W 72, I � p 35 NBi°20'04'W 7 , 55 4 72 KAN I S POAD 54 89 I i I I �- ---- - - - - -- MM Q I � I Z I Q Z 3 8�9 O 17116 m VIC'INITYMAP THIS PPOJECT CHERRY CREEK PHASE 5 GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = -APE 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 CHORDS. 5. RADII.AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 0. 37' /10, 000- 7. PAGIS MARKERS WERE SET AS SHOWN. Plat of Lot 22 Block 4, 6 Lots 18-48 Block 7, Lots 12-16 Block 8, Lots 1 6 11-17 Block 10, LOTS 11-14 BLOCK 11. and Tracts E 6 F. CHERRY CREEK An Addition to the City or Little Pock, Arkansas Part of the E 112, Section 6 and Part of the SW 114, NW 114, Section 9 T-1-N, P-13-W, Pulaski County, Arkansas ® WHITE - DATERS & ASSOC IATES,.INC. 19 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING' 401 VICTORY STREET LITTLE ROCK, ARKANSAS -72201 • y Ft I� � K