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Home My WebLink AboutZ-6051-C Map 3ti � , / s•'r5•'1c"E DA = 200 ACT \ / / t Triple Pip Culvert \ / / CENTER OF \ C710N 36 J Ex ovate Lake to g yJ T—_W / /// / Cul ert NW 1 CORNE �4 — — / SE ON 36 11 s� 1343.21' / LOT 1 l `\ \ 1 ft9phc \ \ 112%! 79' 44'36"w L \ \ \ Fut Cons 1On / / in h C ST \ SID AL ALOING/ m \ \ ROW N CNE \ PARK vOD / 4 \ / / P NT 8 / WATER SURFACE ELEV_ 5221 I EkSTING N I CURB _,NE 01 \ 00 q 1 hose Line El Median Cut LEGAL DESCRIPTION -ENTIRE PARCEL i To Be cKmea 1 At Comrmenci at a CENTER SECT.36. T -2-N. R -14-W. \ \ -��• \ ` �° n9 \ 4° PUL.ASKI COUNTY, ARKANSAS 112944.79' Thence South 87 Degrees 59 Minutes 01 Seconds East, CDN2r•51'13"W5ufu W r p f along the north line of the NWf/4, SEi/4, sold Section 36. \ ` LC819.68' �y \\ \ \� j • a distance of 1343.21 feet to a YIP PINCH -PIPE and the true POINT OF BEGINNING /\ N - V Thence South 01 Degrees 34 Minutes 34 Seconds West. 1`r ��- \ along the east line of the W1/2, SE1/4, said Sec 36. 1y a distance of 184024 feet to a F!P PINCH -PIPE: \ �1 \ Thence North 87 Degrees 17 Minutes 20 Seconds West, \ 1 10 \ ,� a distance of 547 53 feet to a FIP. 1 I + LOT / S T ''-�iSJ ?, \ Thence South 12 Degrees 36 Minutes 08 Seconds West, + p " ll f r� --�" a distance of 158.44 feet to a FIP, ; N16pg•AtIE �� , 98.06, Thence South 86 Degrees 58 Minutes 24 Seconds West. Doff / '�' a distance of 47.85 feet to a FIP; / 2 / Limits Of Thence South 01 Degrees 15 Minutes 02 Seconds West, ` ; `, 4j Detailed Study f -�� `X/3p• � ft _ r its of a distance of 154 93 feet to a FIP.- Thence North 87 Degrees 31 Minutes 22 Seconds West. hose 1 Constructor. a distance of 417 38 feet to a point 1 11� ��. p 11'.l�I] Z��rf on the east right-of-way Line of Cherie! Parkway, 1 z4.1a r 1//",".�_"I c� I ---- -4_+Thence North 09 Degrees 56 Minutes 17 Seconds West 1 1 LC200.23 _W i �R`iG'li I�,2% _ 324'• 1 along said east righl-of-way line, 1 / i R LIN 1 a distance of 948 87 feet to a point Thence North 80 Degrees 03 Minutes 43 Seconds East 1 1 1 and continuing along said east right-of-way tine: a distance of 10.00 feet to a point;I I 1 o 1 Thence North 09 Degrees 57 Minutes 08 Seconds West r.j'W _ () and continuing along said east right-of-way line. mow; 1 f 1_(Vf 1 a distance of 4.00 feet to a point. A� 1(Y 10 Thence around a curve to the left I 1 ' 1 and continuing along said east right-of-way line, through a central angle of 19 Degrees 55 Minutes 27 Seconds 1 Limits Of Zone AE anarc distance of 101'/ 07 feet.a radius of 2924 -9 feet and vb5f' S 100 Year Floodw0y a chord bearing of North IS Degrees 46 Minutes 49 Seconds Wast 1 1 %!S Per Firm Communit Panel 1 I with a distance of 1015.60 feet to a point; 1 1 Thence North 60 Degrees 08 Minutes 47 Seconds East. 1 n? No. 050181 0005E / 1 and continuing along said east right-of-way line, 1 �W/ 1 a distance of 20.00 feet to a point: 1 Dated Nov. 3, 1993 J: + Thence around a curie to the left 1 + STRUCT 5- Thence and continuing along said east right-of-way tine. ' 1 / �K ALONG % 1 1 RI ON CHENA', f 1 through a central angle of 01 Degrees 46 Minutes a Seconds 1 ARI�NAv L 0 T 5 � , J / / 1 Construct 1 v an arc distance of 92 09 feet,a radius of 2964.79 feet and + U � � 1 36' Wide Pavement a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West with a distance of 92 08 feet to a point: + ' i' �((/l JJJ • "�. 1 Thence North 31 Degrees 38 Minutes 39 Seconds West, a distance of 161 04 feet to a point, L,' h �••' / xJ !A 1 Thence South 58 Degrees 21 Minutes 21 Seconds West, 1 ` / PU T/ + 0 and continuing along said east right-of-way line. a distance of 10 00 feet to a point; Thence North 31 Degrees 38 Minutes 39 Seconds West, ` 1 si walk 1 and continuing along said east right-of-way tine. `� X � cdri� K a distance of 80 46 feet to a point, W m 1 Thence North 66 Degrees 34 Minutes 21 Seconds East, 4� a distance o 467.85 feet to a point; Thence South 87 Degrees 58 Minutes 10 .Seconds East, a distance of 1322.99 feet to a point on the east Line of the W1/2. NEI/4, said Sec 36. 1 1 '1 ' ADDITIONAL Thence South O1 Degrees 12 Minutes 25 Seconds West, / ARIGHT -OF -WAY along said east line, a distance of 222.82 feet mh O I ► _ N� to the POINT OF BEGINNING:4 Containing 2953443-09 square feet or 67.80 acres, more or less. - 1 1 o� 3 I S' 1 , 1 ' This Project 1 1 1 VEhi�Y / N tp i i 1 n 1 1 � 1 i 1 1 ! LOT ------------ 53 -- 547.. _ 1 -------------------- 1 Kanix Rood 1 + to S8E5e'24• / L' -" 1 5 ; 1 Vicinity Map .>';. `' REc14 tEfti D til, �1 1 �� 12 :� r, -1 I_a a I I ,.IUN� to, I -- Scale: 1= 2000 � r Y R it f S's U N A L 1 T` ✓ ;\ E N G I N lit a + PROPo o PA�1s W"EN 1 • i• Gj G I 1 �/ N8T31'2YW 1 1 _ AREA OF R VISION "9.7 ACRE E � "�, 0i• LOTS 4 THRID CERTIFICATE OF SURVEYING ACCt1RACY "" MARCH 18, 1996, rev 4/15/96 WIDEN CRENAE PARKWAY 12' FOR TURN LANE I, JOE D WHITE, HEREBY CERTIFY THAT THIS CERTIFICATE OF OWNER PLAT CORRECTLY REPRESENTS A BOUNDARY �100 30G 100 0 _ SURVEY MADE OR VERIFIED BY ME, ALL WE. THE UNDERSIGNED, OWNERS OF THE REAL °— MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN, DO ARE CORRECTLY SHOWN HEREON AND THAT ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, Scale 1 " = 1 00 f } l SURVEYING REQUIREMENTS DF THE LITTLE - PLATTED, AND SUBDIVIDED, AND DO HEREBY ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF. PLAT, AND SUBDIVIDE SAID REAL HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN ESTATE IN ACCORD WITH IS PL T. PROPOSED- PHASING PLAN FILLED FOR RECORD WITH THE OFFICES OF THE �` C STATE SURVEYOR & CIRCUIT CLERK WITI,^ THE LAST NTAL TE NOLOGY CENTER LOTS 18c2 PHASE 1 ZEEN YEARS \ � _ 4-t8-95 CONTACT. KELLY LOTS 6' PHASE 2 DATE OF EXECUTION REVISED PRELIMINARY PLAT 425 W. CAPITOL LOTS 3,4,51 1- : I PHASE 3 LITTLE ROCK. AR 72201 L 0 TS DATE OF EXECUTION JOE D WHITE D.R. PAGE - REGISTERED LAND SURVEYOR ADDRESS DEVELOPER NO 534, ARKANSAS 95-53121 CHENAL TECHNOLOGY CENTER INSTRUMENT NO. -- --- CONTACT: HANK KELLY 425 W. CAPITOL CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL LITTLE ROCK, AR 72201 ARKANSAS SYSTEMS OFFICE PARK THIS PROPERTY IS ZONED 0-2 1. TIMOTHY E- DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE SEWAGE DISPOSAL — LITTLE ROCK WASTEWATER PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN PART OF SECTION �J 136, T -2—N, R— l 4 — !I��% ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY WATER SUPPLY — LITTLE ROCK WATERWORKS ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY 2900 LINEAR FEET OF NEW STREET HAVE BEEN COMPLIED WIT EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. AVERAGE LOT SIZE — 8.4 ACRES LITTLE ROCK, PULASKI COUNTY, ARKANSAS '1 DATE OF EXECUTION TIMOTHY E DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION Wlllllt 117-1M M" A A&W M l [! lOtil'y WC [01 NIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING VICTORY STREET LITTLE ROCK, ARKANSAS 72201 I-' - � `' 9661 VC 11, :61 et JdV nut OWS