Loading...
HomeMy WebLinkAboutS-1295-A Map 3C m 3 O -1 This Plat Kanis Road a m F 8 a Vicinity mop Scale: 1 " = 2000' 1 ARKANSAS COORDINATES N = 155757.3480 STATE PLANE (NORTH ZONE) E = 1175709.5070 2 N = 156846.7739 E = 1175693.8560 O N = 156961.0129 E = 1175671.3687 ® N = 156961.0129 E = 1175361.0070 N = 157010.7051 E = 1175361.0070 © N = 157026.2887 E = 1175314,5070 O7 N = 157223.8526 E = 1175314.5070 ® N = 157217.7027 E = 1175474.9561 9 N = 157208,0120 E = 1175594.8551 10 N = 1570 51.1633 E = 1175644.7778 11 N = 157033.5599 E = 1175654.4864 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 LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 05119CO314H, DATED JUNE 7, 2019) 50 0 50 Scale 1 " — 50 ft S.T ZINC I ' ` 660' R� ?' Iy�q y —RECIPROCAL ACCESS EASEMENT AGREEMENT (INST. #2017000756) (HATCHED AREA) (TERMINATED VIA DOCUMENT RECORDED AS INST. 12017081308) L LOT BR TRACT 13 150 O R=507.46' CO =S 87'48'18" E LC=160.57' S 85' 22'45" E 120.25' O I P A 15' DralnS ,fir. E 9 ut 1It T -•- � --- � — _ 10' Drainage br Ut11itY Eamt• � — ...L Esmt� _ 74,41' I \ 25' Bldg. Une I R-517.48' \ 1a w° I \ ci W g n N I CD-N 89 48 37 E g I LC-202.20' \ QN :'0 I \ o LJ a p oz b poll \ Z 5 �v0 _�`; LOT BR— 1A Z I TRACT 13 I I •r\ `� 76,102 SO. FT./1.7471 r \\ r — — —, a LT— — 7 \1w I N 71'28'21" W 49.04' I I 1 1 o I \ I I o 1 z O S 90-00'00" W 31 i 1,�Z II 1NV I \ PARKING EASEMENT (INST. J2000077648) N 90'00'00" W 702.81' PARKING EASEMENT (INST. 12000077648) LOT A — — — — — — — — — — — -- J TRACT 13 LEGAL DESCRIPTION A PART OF LOT BR, TRACT 13, CHENAL VALLEY GMAC CENTER, AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS AND BEING SHOWN ON PLAT RECORDED AS INSTRUMENT NUMBER 2019061441, RECORDS OF PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT BR, TRACT 13, CHENAL VALLEY GMAC CENTER, SAID POINT LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N09-56'17"W, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 90.78 FEET, • THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY FOLLOWING THE ARC OF A 2784.80 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF N11'08'10"W, 116.44 FEET TO THE POINT OF BEGINNING; THENCE S90'00'00"W, A DISTANCE OF 310.36 FEET; THENCE N00'00'00'E, A DISTANCE OF 49.69 FEET,• THENCE N71'2821 "W, A DISTANCE OF 49.04 FEET,• THENCE N00'00'00"E, A DISTANCE OF 197.56 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ST. VINCENT WAY; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE FOLLOWING THE ARC OF A 507.46 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S87'48'18"E, 160.57 FEET; THENCE CONTINUE ALONG SAID SOUTH RIGHT-OF-WAY LINE S85'22'45"E, A DISTANCE OF 120.29 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING COURSES: (1) FOLLOWING THE ARC OF A 2774.50 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S15'45'50"E, .183.76 FEET, • (2) N76'08'01 "E, 10.00 FEET; (3) FOLLOWING THE ARC OF A 2784.80 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S13"06'01 "E, 74.45 FEE TO THE POINT OF BEGINNING. FgUT`''.. \ � ; WHITE-DATERS' �t w . &ASSOCIATES, = — � " � " #538 •' � v 2 11 4\ ki 77, C (31 03. A 1 no I CERTIFICATE OF SUBVEYING 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 '_ G\ CERTIFICATE OF ENGINEERING ACCURACY unnn.pc�N I, TIMOTHY E. DATERS, HEREBY CERTIFY THAY THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF TH ITTLE ROCK SUBDIVISION RULES A ATIONS HAVE BEEN COMPLIED WI 6 A It 0 EXE UTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS PROMSSIONAL ENGINEER�t No.5033 '0) Y E CERTIEICATE 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 POTI TCHDELTIC R ESTATE, LLC # 7 CHENAL CLUB BLVD. LITTLE ROCK, ARKANSAS INSTRUMENT NO. 2018009550 QERTIFICATE OF FINA APPROVA PURSUANT TO THE UTTLE 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. 'Wc- 1"7 20iq Z%5 DATE OF EXECUTION LITTLE ROCK PLA ING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 , IN PLAT BOOK PAGE 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: EXCEEDS1:50,000 6. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL NOT BE LESS THAN TWENTY—FIVE (25) FEET. t 80,00 ` OOR T IIIIIIIIIIIIIIIINI IIIII IIIIIIII II IIIII 2019081757 ?`.'t'-� PRESENTED-12-20-2ot9 oe:o7o0 AM RECORDED: 12-20-201908:70:47 AM L_ ________ � -7: -F,* , .,,-,,:,... ,., _ In Official Records of Terri Hollingsworth Circuit/County Clerk � _ ti. ', 1. •.•, �y PULASKI CO.AR FEE $15 00 O PLA T OFSE CORNER LOT BR, TRACT 13 L 0 T BR — > A, TRACT 13 CHENAL VALLET GMA C CENTER AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING A REPLA T OF PART OF LOT BR, TRACT 13 DECEMBER 2019 PART OF THE NE1 /4, SW1 /4 OF SECTION 36 T-2-1\1, R-14—W, PULASKI COUNTY, ARKANSAS © WHITE-DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 PROJECT NO. 19-708D