Loading...
HomeMy WebLinkAboutS-0867-BB Map 1General No fes L) All Easements Shown---- 9re To Be U5ed For' Drainage And/ar Uti/if7es. Un;ess Nnfed rwrse 2) /ron Pins AICI-e Se/ A/ Al/ Co/ COrnerJ. 3J Lots With Rounr%d Corners Are MedSU/C.'c/ To T,he Poin� of /ntersC-c/ion O{/_of Clines Rnd /✓a/ Pornts On A hurve 4) Pad!i Af /n/ersec/ on of R7ghfs o{way Are 25, 5) A/ / Dr 5 fdnces Shown 9/orx Curves ,9r-c Chorr/� 6J Error of C/osure O 3/% zo, Gtx 7) /Vafura/ 0rair7 Siva/es /Ordwst qre Slbwn 95 ;J ` 7� 6) Trarf 'Mayf3e Used As U`i/ily �asernenfs. 1':d Vl C11V l ' MAP /V.TS CHENAL VALLEY PHASE VI STATE PLANE COORDINATES POINT NO, NORTH EAST 1 158,765.68 1,170,408.32 2 158,721.26 1,170,152.95 3 259,029.47 1,169,982.91 4 159,692.26 1,169,476.77 5 159,959.31 1,169,826.46 6 i59,672.84 1,170,045.23 7 159,427.51 1,170,327.85 8 1.59,356.89 1,170,453. 76 9 159,304.56 1,170,424.40 10 159,285.74 1,170,457.59 11 159,282.00 1, 170, 464. 69 12 159,251.36 1,170,476.04 13 159,071.30 1,170,408.81 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN C'PMPL I ED W 1 TH. DATE OF EXECUTION DAZE OF EXECUTION \\ JOE D. WHITE D.R. PAGE —_ REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY •,,..o HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION / TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING e THIS DOCUMENT, NUMBER ,FILED FOR NAL �AL� (, 12`v/ RECORD_— , 19 IN PLAT BOOK_. PAGE C�E Q 11 S F� I Y 38.4 °42 E 3 374 Z5 60 q! • 19 y�N�C �4C<ES'D/2/V 6, 5 a� le '-� 2 5 D O 23 2O ' u 07 L _ .58 8C1 _ S � tas�rren� �8 75 _3_ /35 O' o0 4> _ oral �4e c Off. 25 \-17 s� a ry / ,� Q 4' /V � 7.s' �, �O r 5 _ moo_ �\ o h/,9Mo, 6;/\/, 67Q__-_5305----;i3.5.0 --- _-- 30 4�5'!� - ma`s" s�o �% i 53 �So�R/v,�� COS/ 37� 9% 6 Qr5 a = �0 97 - 36s 9 - ._ rJ= -- �- O_ 09 33 /92 ' L_ } \ O 010 `= cYs�, m� N� PROPERTY TIE a ('( 0/ Descrip Ion) � op SWCOrE%Q��L-!14,NW%4, �1 ay 8� 5 SW C6r SE , NW %4. `mac. 55, ' �-A,', R•14W v S v� \ V" Js�O 7�O���pS�T NAME LeGaL r�� tZl �`j lol�a Part of the E 112, NW 114, Section 35, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the southwest corner of the SE 1/4, NW 114, said Section 35; thence S88045'21'E, along the south line of Said SE 114, NW 1/4, 660.4 ft. to the southwest corner of the E 112. SE 114, NW 114, said Section 35; thence N44°26'13'E, 537.63 ft.; thence N28054'24'W, 85.94 ft. to the point of beginning; thence N28-54'24'14, 352.0 ft.; thence N37022' 04' W, 833. 95 ft. ; thence N52037' 56' E, 440. 0 ft.; thence S37022'04'E, 360.45 ft.; thence southeasterly along the arc of a 924.93 ft. radius curve to the left having a chord bearing and distance of S49002'240E. 374,25 ft.; thence S60042'44'E, 144.36 ft. to a ooint on the existing westerly right-of-way line of Chenal Valley Drive; thence S29017'16'W along said westerly right-of-way line, 60.0 ft. to a point on the southerly right-of-way line of said Chenal Valley Drive; thence S60042'44'E along said southerly right-of-way line, 38.46 ft.; thence southeasterly and continuing along said southerly right-of-way line, being the arc of a 746.20 ft. radius curve to the left, having a chord bearing and distance of S60058'305E. 7.71 ft. to a point on the westerly right -of -way line of Champagnolle Drive; thence southerly along said westerly right-of-way line, being the arc of a 25 ft. radius curve to the right having a chord bearing and distance of S20019'15'E, 32.68 ft., thence S20028'26'W and continuing along said westerly right- of-way line 192. 20ft.; thence Southerly and continuing along said westerly right-of-way line, being the arc of a 439. 26ft. radius curve to the left, having a chord bearing and distance of S0005'28'W, 305.62 ft.; thence S80008'W, 259,21 ft. to the point of beginning containing 12,8653 acres, more or less. E C4p001 Unia GM/ 76-2 Arkansas 72202 6�:5/37&2908 C9'4O ADDITIONAL EASEMENTS REQUIRED 17 ADDITIONAL-AIHAENTS ARE REQUIRED AS SHOWN By: '� `o/M DATE: « !2 Q lT GNEN4L VALLEY d.N A MITIoN To Tfde CITY6-,r LITTLI: R�K a 2Kv N�aS T-2-H fz-14-W PU LA�IGI �N� I P.fzK.4N�t��. It—1 ) EET © WHITr-fnATFRS & ASSOCIATES, INC. CIVIL ENGINEEHING, LAND PLANNING & DEVELOPMENT. SURVEYING 401 Victory Street Little Rock, Arkansas 72201