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HomeMy WebLinkAboutS-0867-OOOOOOOO MapCHENAL VALLEY DR. VICINITY MAP (NTS) CHENAL PARKWAY CHENAL VALLEY DR. THIS PLA ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 158907.07 E 1165767.18 N 158552.05 E 1167003.33 N 158418.02 E 1166792.90 IN 158427.99 E 1166786.08 N 158450.21 E 1156771.86 N 158167.16 E 1156591.33 AI 4CO40G All l- 110CCllA llll U N 158025.29 E 1166505,36 N 158222.55 E 1166197.63 N 158323.73 N 158317.43 N 158355.37 E E E 1166262.16 1166272.04 1166296.24 N 158389.89 E 1166288.61 N 158423.61 E 1166310.12 N 158364.46 E 1166402.86 N 158672.20 E 1166599.13 N 158709.90 E 1166623.70 _ N_158714.82 E 1155615.98 N 158807.57 E 1166675.14 RPNV�oPO / i % I 9! /' l ---- ----- I rf 13 i ' I / I I I i \ � I `\ I 1 / N33°0 45. ; 10' Dra"inogge Pipe Easement ,to be--, \Maintained by P.O,A. \\ 6. .Y O y LEGAL DESCRIPTION PART OF THE E1/2 OF SECTION 34, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERNMOST CORNER OF TRACT E, BLOCK 3, WILDWOOD PLACE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S34'23'22"E, A DISTANCE OF 418.10 FEET; THENCE S55'36'38"W, A DISTANCE OF 255.00 FEET; THENCE N34'23'22"W, A DISTANCE OF 12.08 FEET; THENCE ALONG THE ARC OF A 422.50 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N32'36'02'W, 26.38 FEET; THENCE S32'31'46"W, A DISTANCE OF 335.72 FEET; THENCE I S57'28'14"E, A DISTANCE OF 3.28 FEET; THENCE S32'31'46"W, A DISTANCE OF 165.00 FEET; THENCE N57'28'14"W, A DISTANCE OF 365.00 FEET TO THE SOUTHEAST CORNER OF LOT 64, BLOCK 3, WILDWOOD PLACE; THENCE N32'31'46"E, ALONG THE EAST LINE OF SAID LOT 64, A DISTANCE OF 120,00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF WILDCREEK CIRCLE; THENCE S57*28'14"E, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 11.73 FEET; THENCE N32'31'46"E, A DISTANCE OF 45.00 FEET TO A POINT ON l\ THE NORTHERLY RIGHT OF WAY LINE OF WILDCREEK CIRCLE; THENCE ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N12'28'14"W, 35.36 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WILDCREEK BOULEVARD; THENCE N32'31'46"E, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE \ OF 40.00 FEET TO A POINT ON THE SOUTHERLY LINE OF LOT 2, BLOCK 6, WILDWOOD PLACE; THENCE S57'28'14"E, ALONG SAID SOUTHERLY LINE OF LOT 2, A DISTANCE OF 110.00 FEET TO A POINT ON THE EASTERLY LINE OF BLOCK 6, WILDWOOD PLACE; THENCE POINT OF BEGINNING: N32'31'46"E, ALONG SAID EASTERLY LINE OF BLOCK 6, A DISTANCE OF 365.00 FEET TO A \OF POINT ON THE SOUTHERLY LINE OF WILDCREEK CIRCLE; THENCE N33'05'18"E, A DISTANCE 45.00 FEET TO A POINT ON THE NORTHERLY LINE OF WILDCREEK CIRCLE; THENCE ♦ N5728'14"W, ALONG SAID NORTHERLY LINE OF WILDCREEK CIRCLE, A DISTANCE OF 9.15 O FEET TO THE SOUTHEASTERLY CORNER OF LOT 15, BLOCK 3, WILDWOOD PLACE; THENCE ♦♦ �' N32'31'46"E, ALONG THE EASTERLY LINE OF SAID LOT 16, A DISTANCE OF 110.00 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 16; THENCE N42'46'06"E, A DISTANCE OF ♦♦ �O 135.55 FEET TO THE POINT OF BEGINNING. CONTAINING 6.1495 ACRES, MORE OR LESS. 0- '10 �2� ♦♦ % ♦♦ ARKANSAS •°:{� 07 aP ♦ \ O O NO. 5®= ♦♦pc ♦♦♦ (� 0y° icy _ SIG a ♦ cn TF V 7.ca S !i t2'gliigYl�1®�'" �y ` 40 ♦ moo, �., ��` N ss ♦♦ ♦ F F ° 6sr, C'�, ♦ �� 9 -<086'47'23'co ♦♦♦ ��%� > ♦ \ ' 11 ♦� ♦♦ �z CERTIFICATE OF SURVEYING 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. 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 REGUJc7�,T N HAVE BEEN COMPLIED WITH. /7 A / / ) 033, AR. DATE 0 EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL dkl i.'ba�'B1�3tn7 C1k� p1maeFE018 11ONA A `aI, V511 A N101433.� ♦ pp \ IIIII�I'�I�III�I���III�II�II�IIIIII�I�II 2017071806 PRESENTED: 11-06-20,1012139 PM RECORDED: 11-08-201101:27.32 PM \ In Official Records of Larry Crane circuiUCounty Clerk PULASKI CO, AR FEE $15.00 ,♦ p'r1 Za 130 �l Sd 7� ♦� 31 ,� .\ems ` GENERAL NOTES: % \N32°3 E /n`l ° 00/ moo. 71p°o/oo•.�0 s000' O3 �_�.�Utility Esmt. D� �o� / O 5� of �� o'/ 7 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 00\ �1 w '�00,� F °o'o0 770 14 9o•00' 7, \ 9000'l/o� ��Oo° o �o� __ u a h°/ 00 `' ° 2. ALL EASEMENTS SHOWN = = MAY BE USED FOR DRAINAGE /rJ 8 14 rn�\\ 1 / /o ` � off/ 30 `—N34 23 22 W AND/OR UTILITIES AS NOTED. 90'00'0 / �, 770 9000 12.08 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. � � 11. 12 � a� 15 `°o .� 00. o , ` 66 / �� /no. 77 90'0o' °o/oo. t�� o R422.50 8500�\\ °ho/ �00, //oo (a gyp•/ //00 gh ° " 4. DRAINAGE EASEMENTS MAY BE USED FOR STORM DRAINAGE AND // CDN32 36 02 W STORM DRAINAGE OVERFLOW. 6� 10 11 / /h° /�% / / O LC25.38 p�0�0 5. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF CO� 00, tis�• 90 �� ej\15 90'00' �g� °/o0 29 � INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. Sv?���Ig sht >7. / 0 9/ //00 0° c\, 6. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. , 7S0 o ma 7. ERROR OF CLOSURE: EXCEEDS 1:20,000 9900 63 0 o ti / �o0 23 99008. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', \ o,SO y� \ h'/ 77o p° UNLESS NOTED OTHERWISE. Cis 90 S0 6'2 0 00, \ �� o ``l�� goon 27 9. TRACT L MAY BE USED AS A DRAINAGE EASEMENT. THOSE ® •00. o �SO00 �� \� G AREAS IN TRACT L SHOWN AS MITIGATION SITE SHALL ONLY ° BE USED IN A MANNER CONSISTENT WITH DEED RESTRICTION AS goad �� o 1��\ 1j0�\\ ° OUTLINED IN THE COVENANTS AND RESTRICTIONS. DRAINAGE SHALL S000 Bi o \�oSO 00,�\ �4o BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. \ \�0 10, ALL FRONT AND REAR BUILDING SETBACK LINES ARE 20 FT. ALL �o0 60 p e/a\y \o SIDEYARD BUILDING SETBACK LINES ARE 5.0 FT. 9 SO p � Lie �\ �00 l�C�� © O SS,2 O ' ` � ` 3 8 j 11. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF olds 59 °O \ 0 2C�, �'' DEVELOPER. REFER TO COVENANTS AND RESTRICTIONS FOR S00 ,moo• 0 5�00 RESTRICTIONS ON USE. s, O, \ 58 90' 0` �� , 12. TRACTS K, L AND M MAY BE USED AS A DRAINAGE EASEMENT AND °° STORM DRAINAGE OVERFLOW. DRAINAGE SWALES AND OVERFLOW SHALL �00, �° CO, \ BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. g6p0 57 o OO Utility sm. 13. TRACTS L AND M MAY BE USED AS PEDESTRIAN PATHS. O° 11 ^O� "CIO 14. NO ENCROACHMENTS OR OBSTRUCTIONS ALLOWED WITHIN THE gpa� DRAINAGE EASEMENTS. 5.00 0 15. STORM DRAINAGE PIPE AND APPURTENANCES INSTALLED IN THE CENTERLINE CURVE DATA "DRAINAGE PIPE EASEMENT" SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. REFER TO COVENANTS AND CURVE LENGTH DELTA TANGENT RADIUS RESTRICTIONS. 0rAUT '= VL- w a BASSGC'.4fE:i, „ Cs = tJ 3 INC. 50 LOTS LOTS LOT LOTS LOTS 0 50 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. DATE OF EXECUTION DELTIC TIMBER ,RPOR # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 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 OCK PLANNING COMMISSION Scale 1 " = 50 ft. FINAL PLA T 150 17-23 BLOCK 3 57-63 BLOCK 3 1 BLOCK 6 9-16 BLOCK 6 27-32 BLOCK 7 TPACTS K do L BLOCK 3 TRACTS Y & N BLOCK 7 AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF THE E 1 /2 OF SECTION 34 T-2—N, R-14—W PULASKI COUNTY, ARKANSAS NNAL PLAT NOVEMBER, 2017 i net, BY: ' DATE: « 13 WHITE-DATERS & ASSOCIATES, INC. C � CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 S