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HomeMy WebLinkAboutS-1295-A Map 1c� n, o_ v 0 x� ThisfKanisRood Cx 0. Wcinity MOD Scale: 1 " = 2000' ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) 1 N = 156757.3480 E = 1175709.5070 2 N = 156846.7739 E = 1175693.8560 N = 156961.0129 E = 1175671.3687 0 N = 156961.0129 E = 1175361.0070 O N = 157010.7051 E = 1175361.0070 6 N = 157026.2887 E = 1175314.5070 7 N = 157223.8526 E = 1175314.5070 ® N = 157217.7027 157217.7027 E E = 1175474.9561= = 1175474.9561 U N = 157208.0120 E = 1175594.8551 10 N = 157031.1633 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 j 05119CO314H, DATED JUNE 7, 2019) I o A I I I 1 RECIPROCAL ACCESS EASEMENT AGREEMENT (INST. #2017000766) (HATCHED AREV (TERMINATEDRECORDED AS INST. #201708 308) A9T 01 50 0 50 Scale 117 = 50 ft N 150 R=507.46' CD=S 87-48'18" E LC IN -160.57 S 85'22'45" O E 120.29' 9 1 P A 15' Dralnage A; S 22'45" E I Uttnfft E"t. & Utility Earn _ 7$.41' 25Bldg- L1n_e R-517.46' 1 �w I CD-N 89'48'37" E 1 LC-202.20' w waN I z"0 82Z Z` C) ga =oo�_I LOT BR-1A �1`s �I w Z \ in Z TRACT 13 76,102 SO. FT./1.7471 i `1® m I- ?- - - -j 5 N 71'28'21" W 49.04' LOT BR I TRACT 13 I O I 1 z 4 S 90'00'00" W 31 I lion 1 W Mj I 1 I I`N Icz I Inc \ \ / II PARKING EASEMENT (INST. ¢'2000077648) N 90'00'00" W 702.81' - PARKING EASEMENT (INST. J2000077646) I --------------- LOT A TRACT 13 LEGAL DESCRIPTION A PART OF LOT SR, 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 NOO-00'00 E, A DISTANCE OF 49.69 FEET; THENCE N71'2821 "W, A DISTANCE OF 49.04 FEET; THENCE NOO'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 LEFF, 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 2774.80 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, 74.48 FEE TO THE POINT OF BEGINNING. X_ - ♦ a pROFESSIONAL cl rtl N l ON. v 1 U W 0%op 00. rM n , rNe U u p , 48.96' vT OF BEGINNING O3 1 1 \I ski 70 A in ro P` o ' O c A 1\ w .Z 0 ip N �1\ 111 1, 1 , 1 1 1 SE CORNER LOT BR, TRACT 13 7- CERTIFICATE OF SURVEYING ACCURA.Cl 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 TH ITTLE ROCK SUBDIVISION RULES A ATIO HAVE BEEN COMPLIED WI DA E 0 EXE UTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. i2/i7//9 ���,�� DATE OF EXECUTION OTLATCHDELTIC R ESTATE, LLC # 7 CHENAL CLUB BLVD. LITTLE ROCK, ARKANSAS INSTRUMENT NO. 2018009550 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. 'W,C- 1`7 20ko) DATE OF EXECUTION LITTLE ROCK PI A 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. IIIkIIIIIIIIII�II�IIIIIII IIIIIIII Il Il 111 2019081757 1}RT s� 00' .a..J` PRESENTED-12-2-0-2n1908:07:n0 AM RECORDED: 72-20-201908:10:47 AM In Official Records of Terri Hollingsworth Circuit/County Clerk Q` PULASKI CO, AR FEE $"15.00 ao�`10�i��� O PLA T OF LOT BR-1A, TRACT 13 CHENAL VALLEY GMA C CENTEIT-1 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-N, R-14-W, PULASKI COUNTY, ARKANSAS © WHITiE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 024 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 PROJECT NO. 19-708D