Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0867-BBBBBBBB Map
CHENAL VALLEY OR, VICINITY MAP (NTS) CHENAL PARKWAY RP11uNG POP CHENAL VALLEY DR, ENNY ROAD KANIS ROAD THIS PLAT 50 0 50 Scale 1" = 50 ft ".... CERTIFICATE OF SURVEYING ACCURACY S 1,t',b. 01 •• I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS _,ANSAS PLAT CORRECTLY REPRESENTS A BOUNDARY 0.1281 SURVEY MADE OR VERIFIED BY ME, ALL SIGNATUREMONUMENTS REQUIRED ACTUALLY EXIST AND Ls'�,•,,A9 � �V ARE CORRECTLY SHOWN HEREON AND THAT ALL °. f''•� NL..'�` SURVEYING REQUIREMENTS OF THE LITTLE •'4Oi�r LLS ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 150 tJF AUjhO+ DATE OF EXECUTION PAUL M. WHITE k REGISTERED LAND SURVEYOR E :WHITE -EATERS' 9+'3 8 ASSOCIATES, N0. 1281, ARKANSAS w c ; CD= =C d INC. =z= #538 9NSAS _'ENG\,' AR AN. AS -A RE6l SWRED PROFESSIONAL \\ ENGINEER IN• \ �?v0TNo.5033 2 � 62 Spa t ♦ r\fit Off. J ��y1 J� /�I 0 Psdse y`v N / jo00' •Z�gg• \ \� .000 MITIGATIO F 4 \ \ 1 4 �7 s33? \ \ \ �ar to CoSe�ont � and Re3tricf/ons ---�\ A \ ` \,o 34 h h O n m �• 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 R ATIONS HAVE BEEN COMPLIED WIT DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS -17, a`O ,ro, �\ \�-5 b 1n 35 9opp ♦ 1�s wqr \ 335 \ _� ��d) 6 \♦♦ TRACT D y9o\yF \S \\ \ 1'32.90, N,� x 36 O 9U0p' \ ♦ ♦ ` 39409 FMFNr \ °O'ti 3% �� 9aoo' \ ♦ R955.00 N(151.38'4s" �� �� 9pp0\ °o � \So\ � 1OV 12'00"I\ °• HCDS55'23'44'E , o`er• ��` SOO\ 00� \ ♦ LC53 49' R975.00' CDS55024' 1 1" E C54.36' S9a0x-ocrwocrw 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 TIMB R CORPORATION If 7 Chenai 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. L(4, DATE OF EXECUTION LITTLER CK PLANNING COMMISSION 2015021371 Received: 4/14t2015 2:16:14 PM Recorded: 0411W2015 02:23:12 PM Filed Recorded in Official Records of Larry Crane PULASKI COUNTY CIRCUITICOUNTY CLERK Fees $15.00 CornerNortheast SEt/4 NEt/4 SEC ION 34 rD T-2-N, R-14-W N 32 18809'3S"" TRACT E00 9vp° 38 od 105.00' 9Oo° I N s 9aop \ �1r 39 A G2 W o$I 31 W g o 9O�i ` — ` // f °°°\ ?°• ejO9 ^ TRF.ci A 0 Io0 / �_� ,� 6>�, �,�J 9a� L'O 40 °O 4.9 8g58'3d �� INSTR. 20140433i3 / L 10' Eamt. o �A !j�' or 16 01 L _ � 05.00'So o / \'00• Soo,. A 9troo' 41 oM $p00 `}— — — } — I� \ h2a1r3o 12 \Qo ssw a ��� So \ oy Z I 30 $ \ \ \ o I °o \Soo *saa. b h• \ o• Cj 90p0\ . \ L15' Eamt. I� \ e �9^ o" 42 ARKANSAS STATE PLANE „ 9pI �`'3d �9Sp0 �i 'a� ° h / COORDINATES (NORTH ZONE) 105.00' op. = 11g35 .\ f 3 0 \ S �' 9 > \ \\ t0• r p \ °Q. 10, Q94 91.4g•Od ^q a°O' S 8 S' SO°. \ oo' wq�RX ?s• \ 4v / -___ N 159104 82 E 1167427.36 tv I s \ 90 F d 4S\ / 1_ S I 29 g \\ �4° 14 p \So �? >j, / Q _ _ N 159112 13 E 1167416.93 a I 6g�~ `'.i )03S 91Tp` \ \\F� t 40 \00• ? , 2.5'x 5' Esmt. i / 3 �' I ��O s O / / - N 158980 48 E 1167326.36 a°d 9a I +� o I \ \ > o \ \ C' L^ era eUoo, J pi 2 �� / N 158975 44 E 1167333.00 9 105.00' 00 - \ \ 9doo\ \ Y! 15 qp r. ts°. `� \ / / 5 _.. - -- --- 9 e p\3 8-N 158844 93 E 1167240.67 -- - sa or4o / Q N 158799 80 E 1167295.30 �� 18654'tdlc S �0°, \ \ ^ aP ° \ \ 6 I p \ °oo, \ \\ h 16 ^� \ 1i R795.00 �� / 0 28 I - I 11 \ scp0 \\ o° kd ___.. w I I u 9Soo' s \� ^y ag o \ CDN55'00'53"W � / \ QN 15860649 - E 1167496.65 hd 9553wI o c� �A �% S000"\ .\ f7 d W� \\ ,S y / \ S — o ^ h \ LC 12.73' / \ B N 158803 25 E 1167493.51 _ s�M� 105.00' � \c� ^°o pc \ 0 9opo�\ \ .tij � ^ V`1 / Q N 158496.66 E 1167803_60 rya�a� N \ / FSS \ o' \ A ^ 10 N 158251 51 E 1167366 25 82'3 0� \ 1 O o0� ^70, Ur14 \ 50 OO*N 9d00. 6 $ \ \ / -99 - - ---- / / 11 N 158999 34 E 1166865 47 s'Zm \ \ �d ^'/ Fsnt Fs \ °O' 9 ? 8 / N 159389.93 E 1 166881.05 27 9T24'40 \ " g1A -4 \ 9p00 l 6'\ \� / / 11 ` 5' Eamt. h 9 > / N 159541 25 E 1167171 63 - - ao 15' oO b Atr 6 S \ ^ ~ / S• \ y 46 SS / / \ -- --- -- t'yd 10)5 N \ > ?• ^ a 9 O8� �� / % 8� N 159325 90 E 1167518 03 _ eti�y \ \ s o 9 - - - ©_ _ N 159295 04 E 1167562.77 9T23'10a' r386 97as \ 8 ^q° �' 1�y°Atih ry33 ®\ \ \ S`3F / / %\ 2 pc� ... __ ---. ..---- 86'33'15" 26 b\ RY Q00A ?p. �,'• - \ 6 \ °° Ary \ \ 9-a0pp• gay Lie % 00 %X \ / 20 �p� / \ / / \ i ^� 25 o n woo 21 CENTERLINE CURVE A ?p. \0 3 10' X 2 >8> 9 \ rnp .5'x,5 �Emt. s / / NTERL E RVE DATA 8738'5U' %' `b q l ° ' 3ATER ESMT. ' / / / / 5 ep�2 / / \ \ / �\ `t. Cl0 9 Lj \ i CURVE LENGTH DELTA TANGENT RADIUS 24 e� 9aoo' -- -- - 35.85 0739 31" 17 93' 772 50' s o �\ 1 (; \ 93 C4 // \ 22 C2 156 54 119'35 05" 128 82' 75 00 1r• ^'�./ 70, q• �e \d d _ / 9NSTR. # 2014043313 /\ / / - -- __ _..--._ -. -- _-. -.--- ro Fs s^ \\ i S' / / 6 / 4 C3 158.17' W24'55 87 33' 150 00' $-r5e; �r 23 °d ryb\99 R475.00 / / \� �o�� / , I C4 29.61' OS24'36' 14.81' 497.50' 00, ti Q CDS50'26 41 E / / / LC70.86' / 4 U / / GENERAL NOTES: 1. 1/2" 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. ERROR OF CLOSURE: EXCEEDS 1:20,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE AND/OR UTILITIES. REFER TO COVENANTS AND RESTRICTIONS. 8. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 9. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 20 FT. ALL SIDEYARD BUILDING SETBACK LINES ARE 5.0 FT. 10. VEHICULAR ACCESS TO LOTS 7-17, BLOCK 2 WILL BE FROM THE REAR COMMON DRIVEWAY ACCESS EASEMENT, NO VEHICULAR ACCESS TO WILDWOOD PLACE CIRCLE 11. NO GARAGE FOR A DWELLING ACCESSING WILDWOOD PLACE CIRCLE OVER THE ACCESS EASEMENT DESCRIBED HEREIN AND REFLECTED ON THE PLAT SHALL BE LOCATED WITHIN TWENTY (20) FEET OF THE PAVEMENT OF THE ACCESS EASEMENT ROADWAY. LEGAL DESCRIPTION PART OF THE E1/2 OF SECTION 34, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 43, BLOCK 1, WILDWOOD PLACE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH RIGHT-OF-WAY LINE OF WILDWOOD PLACE CIRCLE; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 795.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N55'00'53"W, 12.73 FT. TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE OF LOT 18, BLOCK 2, SAID WILDWOOD PLACE; THENCE S3431'35"W ALONG SAID WEST LINE, 159.80 FT, TO THE SOUTHWEST CORNER OF SAID LOT 18; THENCE S52'50'53"E ALONG THE SOUTH LINE OF SAID LOT 18, 8.33 FT. TO THE NORTHWEST CORNER OF LOT 6, SAID BLOCK 2; THENCE S35'16'40"W ALONG THE WEST LINE OF SAID LOT 6, EXTENDED 159.88 FT, TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID WILDWOOD PLACE CIRCLE; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 475.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S50'26'41"E, 70.86 FT.; THENCE S46'10'02"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE EXTENDED 279.13 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID WILDWOOD PLACE CIRCLE AND THE WEST LINE OF LOT 10, BLOCK 1, WILDWOOD PLACE; THENCE S44'04'24"W ALONG SAID EAST RIGHT-OF-WAY LINE AND WEST LINE OF SAID LOT 10, 4.51 FT. TO THE SOUTHWEST CORNER OF SAID LOT 10; THENCE S45'55'36"E ALONG THE SOUTH LINE OF SAID LOT 10 AND ALONG THE SOUTH LINE OF TRACT C, SAID BLOCK 1, 153.23 FT.; THENCE S44104'24"W, 341.23 FT.; THENCE N33'48'27"W, 900.01 FT.; THENCE NO2'16'59"E, 390.90 FT.; THENCE N62'29'30"E, 327.62 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF DENNY ROAD, BEING 25.00 FT. FROM THE CENTERLINE THEREOF; THENCE S5607'56"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 407.89 FT.; THENCE EASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 975.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S55.24'11"E, 45.36 FT. TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE OF TRACT A, SAID BLOCK 1, WILDWOOD PLACE; THENCE S35'26'39"W ALONG SAID WEST LINE AND ALONG THE WEST LINE OF SAID LOT 43, BLOCK 1, 233.49 FT. TO THE POINT OF BEGINNING, CONTAINING 11.4001 ACRES MORE OR LESS. 7 ^q0 86'21'S5" ?s \ \ 3 / / \ � O /f ' °O 9 gap9'}\d f ^ 21\ems, s "6' 20 h o / 6 9a00' 92!261 C 1 sBs� \ 19 \\�35, O0� \ \ / / / / / CERTIFICATE OF RECORDING 89'45'35" / \ 18 TRACT D 90*0 \ ti° `° 9aoo' \ \°� o \ S 89-45,35" WATER ESdT. tK ,( 9 \ S7 h O I O , \ �09a00 `SO° tK ° /y �4b 110' ,os B 16 / /6�' ,° , 10 \ \ INSTR. # 2014043313 S (1 oz0710s" 15 ro' / r° Y / / o 90*00' oo� ryy�^6 yOOO 1 1 / TRACT c \ ACCfS � C / �9 r� ryFa� / 100. \ S 90 ° °6 12 0 .00. / / / 244.50'__ �� / 0° \ 0 Tsoutheast Corn / a��sr,Ti SECitONN3i 4 ar o G .� �" ,T 1; / / / � o J1 V 15 T-2-N, R-14-W �' y / / ?� J Q� tK / b " s�o ; % ;'� ��� FINAL PLA T °- RosT y�j/;/' LOTS 11-42 BLOCK 1 `j LOTS 7-17 BLOCK 2 TRACTS D & E BLOCK 1 or \\ \i11111I II111\ ICI) I I:III R I Il 1111' I I IkwIlyll I' IN 0) (1841, BEING PART OF THE E112 OF SECTION 34 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS FEBRUARY, 2015 CIVIL ENGINEERING, LAND PIANNRNG a DEVELOPMENT. SURVEYING 24 RAILING CIRCLE LiTU ROCK. ARKANSAS 72223 NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS, THE AREAS SHOWN AS MITIGATION SITE, SHALL BE PRESERVED FOR WETLANDS, STREAMS, RIPARIAN BUFFER, AND WILDLIFE HABITAT MITIGATION, AND MAY NOT BE CONVERTED TO ANOTHER USE, INCLUDING BUT NOT LIMITED TO: CLEARING, LOGGING, BUSH HOGGING, MOWING, SPRAYING WITH HERBICIDES, FILLING, LEVELING, DRAINING AND DUMPING. CONSTRUCTION OF ANY STRUCTURE OR ANY OTHER ACTIVITY THAT WOULD ADVERSELY IMPACT THE NATURAL STATE OF THE AREA IS PROHIBITED IN THE AREAS SHOWN AS MITIGATION SITE. REFER TO US ARMY CORPS OF ENGINEERS SECTION 404 PERMIT NO. 2010-00682. JOB III 14-560P