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HomeMy WebLinkAboutS-1221-I Map 1PRIVATE COMMUNITY PARK 20 FT WIDE SECONDARY EMERGENCY ACCESS AN( PEDESTRIAN PATH R57.00",,x CD N 12*50'16" E LC112.19' Q CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS LEGAL DESCRIPTION PART OF THE SE1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 5, BLOCK 61, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; THENCE S77'09'44"E, ALONG THE NORTH LINE OF SAID LOT 5, A DISTANCE OF 44.74 FEET; THENCE N12'50'16"E, A DISTANCE OF 90.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF CHALAMONT DRIVE, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE N12'50'16"E, A DISTANCE OF 175.91 FEET; THENCE ALONG THE ARC OF A 57.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N12'50'16"E, 112.19 FEET; 4E �Oj U6•0" I THENCE N12'50'16"E, A DISTANCE OF 174.51 FEET; THENCE S83'08'04"E, A DISTANCE OF 488.62 FEET; THENCE Y 488• 62' S01'29'21 "W, A DISTANCE OF 52.12 FEET; THENCE S0832'07"E, A DISTANCE OF 69.97 FEET; THENCE S39'03'01 "E, - - CD A DISTANCE OF 77.49 FEET; THENCE S72' 13'53"E, A DISTANCE OF 41.91 FEET; THENCE S69'51'42"E, A DISTANCE GAS - - - _ _ _ I . OF 225.00 FEET; THENCE S75'19'42"E, A DISTANCE OF 56.49 FEET; THENCE N5T51'54"E, A DISTANCE OF 113.87 °o• 75.00' ni�n, p - - - - - - _ - - - - - _ _ O FEET; THENCE ALONG THE ARC OF A 277.50 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND 01 °66 i i' existin _ U 32 I DISTANCE OF N63'35'15"W, 6.78 FEET; THENCE N25'42'47"E, A DISTANCE OF 50.81 FEET; THENCE S88'30'39"E, A g � � � � 9 San- sewer esmt � - - -"' - - - - DISTANCE OF 149.52 FEET; THENCE S65'02'45"E, A DISTANCE OF 43.78 FEET; THENCE S48'05'17"E, A DISTANCE S01°29'21"\r✓-J OF 45.00 FEET; THENCE S41'54'43"W, A DISTANCE OF 75.00 FEET; THENCE S48'05'17"E, A DISTANCE OF 175.00 ,W , m FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHALAMONT DRIVE; THENCE ALONG SAID NORTHERLY co 3s.t°' �' Esmt R 52,12 o � o \ SeWe< TI\ACT A k`�}1 -3 RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) S41'54'43"W, 121.85 FEET; (2) ALONG THE ARC OF A 447.47 N o o75.A �•4' \ \ 1 O W 1 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S76'01'30"W, 501.91 FEET; (3) n ^�� o.'y1 - / 0 N69'51'42"W, 237.35 FEET; (4) ALONG THE ARC OF A 984.93 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD N ° ygoA go° ° \ a \ BEARING AND DISTANCE OF N73'30'43"W, 125.41 FEET; (5) N77°09'44"W, 466.87 FEET TO THE POINT OF �{ BEGINNING. CONTAINING 12.476 ACRES, MORE OR LESS. in o 0 14 sewer fsnt. °'' 75.00, o` S08°32'07"E s,\4 N N h 18 10' oo '�75•00' 69,97' q o/ to o. v V ° 70' M .seer fsmt.,9 65°o0. [°^' S7Z°13, 53 E20 ,4j• o oS 4151 \ � Z / S88030'39"E 1 21 % 6 e L\ , /� 68 °°° o $� ® 2 \� 149,52' = o �� o �� 5 FUTURE TRACT °R277.50' �~ , \`\�/ TRACT D o 4 CD N63 35 15 W o• j C1 297.66' 68'13'37° 169.33' 249.97' 1 1 C2 150.56' T18'01" 75.43' 1182.43' �C3 84.82' 16'11'58" 42.70' 300.00' S65002`45"E / 43,78' S4800 7"E 7,65.0 _25' C ° 23 b�� ox \��� S69°S LC 6,78' 102 FS� \\ BLOCK 57 // �5.0_0, '�_ �5•00' e ��UNE ��° �c'S��2�E „� ® c� ho \\ //� nt. o. i ^j 2 `�- o. � �S 00, 0' Gj� . D1' \ / >1 d� 0 o� f 25 _� °�=4 •w o 1 75.001 o. "oj1 �1 10 ��` j nj �0 ESMT. a 0 4 \ o rk 11 h o ,�u 0. 25 BLD 310 0 Sb,,s% N _ ^ ` � h� o Sewer S7 0 �� ti13 6i It �ti - r4, �� 4 r \ ro o• G L/N 0a 7 75. 00 75' 00� ^ ^ \ `� �N ^�v 2 5 fsMt. o � p O7 s W \ ya \ ��3 �' \Z " O� 5 - g` N . o. �� 56, 4 ,' E 9a ��. o• t,= O. -_ ` �� N _�- 6'75' `-�,` \ �, pG`� O �. � 9' \1 /� 3024n \ \\ 9 �S 22 0a _ ^ _ 75`0p, N �� �� jp_ _ _ ` S2 14 \ \ o, �� Co 0. h 2 6' 60 5- 56'4g` 8 igi a7 0 % S s6z\/V S°, 1 C O °' oo _ ^ - 7S.0p' C®U �t �'� _ 13 Sj �e� 0 1��0 s• ,y0 '�? 00 ,\`L �yc \ \ ,/• ` \ °' o�' _ of p � �7_5.00' \' \C �2 , \ \ � 00 to 2 / t5 � ^OC pGv 1� 90'0'0> I �� �' \\ F �� � � ° 6. &OC 1 0° '�0Q 0.` _ `�'ssJ; S �3> \ \- 5220� ��\ \ o a 2Q o 2eJ s� / ��• / °� ti/h/! O 13 o . N _ 1 % 75.00' g_°_ o 2 o g°° ` �4 \ ° fs >3. a h01 o \ 02• , \ mt 9 i' / j \ \ \ \ 1:600 ; - . $6 / a / \� X - , 1 0 � 'Cm. 1. 2 o o ®�1 a \ \ ' N6s°g , >5 - o. h �\N1 CIO. 1�1�V� �h \ \/\ ASS\ f(� �� ,So /5.00'' - 9°° JI ° sewer ��S 00' 3, 35\�k °01 �\ _- -�+ h� 2�J' B G� / / / �� Esmt. d° 10 0 0 0 � ��' \ 2s75��` �/� ���, o�j�/ � o /��\\ �o TRACT g 75.00'' - , _g� 0 0.25 e o h so. s , c^o p/G o° 9 �p 0, [QG o �500. \ 77.51' -- - - - DSO ��\\ 75.0p' °\\ N77°Og'4¢"W °` g`�g o, \ �5 \\ _ i' 9$%�� ss 13 j�' % > S77°09,44» Z L�/� -� _ o �w 71•8 �°' y� ° o0 9 s8 0 �\ N 90 i/ �s°' 44.74 c - r �� 0; \ \ S \ `64.46' 69 8�' / / �5 ° sp, / / \ �j 8 �. o oo _ In _ 69.87= - �o i . 9�? (6 asp / `�� `off` ° o^° g°° 00 g° ^ o \ 5 5 =5 0 2° ' :J `T tK co °0'� g�° oo �� `000, " °O' o �' 9op•0" , -51 • C'° R984.93 �� �' o. ��� / s II�III�II��II�I���I������I�IIIIII'���� 2018078736 /a s 2i� CD N 73'30'43; W 19 j�� 5 o w s AM,�- (<` , S ° O 01 la,_ /,((b PRESENTED 12-21-2018104646AM.-- REGORSE9-42-23-= tic LC125.41 °0' �� go° to• ui b °o //�r�' �____ F /T�� S r7 p + In Official Records of Larry Crane CircuitlCounty Clerk 5 F/fiJ, -CJ� 0� T > v \ /y N69 \ ewer fsrr, g°, / / o. . / PULASKI CO, AR FEE $15.00 6 � 1 \�\ .(.Lj%� l 42 »� �s °°'� � � go° = A d' °°/ � / 52 5 � �,E C1 cO,�� ob %90. T\^C Y 2 41 O `J4 ,JJ \`- O09 O-9O°o9-/ /' O�9 �26� / rY"y P'r <s,". 7 (/v�l /\ �� 48.54 ` 52.6 ° 68, a / 52.68' 9 R'yj)"� t=fl%mM°tSay J p \ \ � `�/ T �. �D �4�EA-s �(;� \ 6/ "ACT E3 2018079015 ,e'lC 9M x. it 11° + ,�� d� ,9 PRESENTED 12-28- Llf�\1 201808D4.28 AM RECORDED 12-26-20180832.19 AM Q1,4Z 10 r °: In Official Records of LarryCrane Circuit/County Cleric rrT mow: ss�,". e - _ ----- R447.47 �v ���I 'Tvpo, r Ih NfT��AT �s CD S 76'01'30" W T OF PULASKI CO, AR FEE $15.00 i _ uI & AZS. MATES, _ c-, ` LC501.91 ' CERTIFICATE OF SURVEYNG ACCURACY I, DANIEL W. HAVNER, 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. 1212 i//S DATE OF EXECUTION DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 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 REGULATOf HAVE BEEN COMPLIED WITH. DAT OF XECUTION IM T OTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS 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. a/1/�/8 DATE OF EXECUTION Potlatch Deltic Real Estiffe. LLC # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 L 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. zi�z ja DATE OF EXECUTION LITTLE ROCK PLAN N G COMMISSION ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) D N 173968.21 E 1161549.01 N 173909.81 E 1162034.13 N 173857.71 E 1152032.77 N 173788.52 E 1162043.16 N 173728.34 E 1162091.97 N 173715.55 E 1162131.88 7 N 173638.09 E 1162343.13 3D N 173623.78 E 1162397.78 D N 173684.35 E 1162494,20 0 N 173687.36 E 1162488.13 D N 173733.14 E 1152510.18 D N 173729.25 E 1162659.65 N 173710.79 E 1152699.34 N 173680.73 E 1162732.83 Sj N 173624.91 E 1162682.73 N 173508.02 E 1162812.96 N 173417.34 E 1162731.57 N 173296A 3 E 1162244.52 N 173377.85 E 1162021.68 N 173413.44 E 1151901.43 N 173517.17 E 1161446.23 N 173588.68 E 1161485.31 N 173798.07 E 1161510.24 ale eac1-- .... tltl4f,a[aee \y -* STATE OF ARKANSAS GENERAL NOTES: =a:o N0.154a 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN --== MAY BE USED FOR DRAINAGE AND/OR UTILITIES AS NOTED. 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FT., EXCEPT LOTS 17 AND 18 HAVE A FRONT BUILDING SETBACK LINE OF 20 FT. SIDEYARD BUILDING SETBACK LINES ARE 7.00 FT. 9. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 11. TRACTS B & C MAY NOT BE USED FOR VEHICULAR ACCESS. 12. TRACT D MAY BE USED AS A MAIL KIOSK. 13. STORM DRAINAGE IN TRACTS SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION, 14. TRACT A MAY BE USED FOR A PEDESTRIAN PATH. 50 0 50 Scale 1 " = 50 ft 150 v0 PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, kS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP -0R LITTLE ROCK, ARKANSAS. ;FIRM COMMUNITY PANEL # 05119C 0315 G, DATED JULY 6, 2015) CERTIFICATE OF RECORDING LOTS 1-30 BLOCK 56Ovb- 01111,11101 TRACTS A, B & C BLOCK 56 TRACT D BLOCK 57 CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "CAUREL COUNT' Being Part of Section 16 T-2-N, R-14-W Pulaski County, Arkansas December, 2018 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223