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HomeMy WebLinkAboutS-1877-A MapCERTIFICATE OF FINAL APPROVAL CERTIFICATE OF OWNER 077ER CREEK RD PLAT LOCATION OAR cPFFY .y0 ... crANT OF GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS (UNLESS OTHERWISE NOTED) 2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. PROPERTY IS LOCATED IN ZONE C-4 ARKANSAS STATE PLANE NORTH ZONE MAP COORDINATES POINT # NORTHING (FT) EASTING (FT) 117578.90 1187818.65 Q 117573.34 1188424.29 3U 117327.96 1188593.51 ® 116948.06 © 117029.25 © 117316.16 E1187940.55 117158.52 116830.68 Cosy--g0 �� � \ �' AR A�vsAS 1{BCISTERED PR 6NG NEER AL L A0.7094 `JOE WHITE 9� w = 8 ASSOCIATES, O U c INC. z 1ER 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. DATE OF EXECUTION LI CK PLA NING COMMISSION CERTIFICATE OF ENGINEERING ACCURACY I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. -0-7- 21 DATE OF EXECUTION p 6v . co'! s STATE OF • ARKANSAS ... 024826 �81�I ITS PRESENTED. Oa-12-Zm_1145352 ann RESCORDED' OA-t Z-2n21 ,Clefk2 AM to �cial Records of Tern{ HOI11n9 worth CircuNCou"ty pULASKI CO. All FEE 115.00 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. Apr; I -7, -.7-0.1 DATE OF EXECUTION INSTRUMENT NO. LARRY ICKERS�� DIRECTOR OF REAL ESTATE DISPOSITIONS QUIKTRIP CORPORATION 5725 FOXRIDGE DRIVE MISSION, KANSAS 66202 2020006036 CERTIFICATE OF SURVEYING ACCURACY 1, 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. `f-7-?-/ Des -- DATE OF EXECUTION DANIEL W. AVNER REGISTEREDLANDSURVEYOR NO. 1542, ARKANSAS CERTIFICATE OF RECORDING PROPERTY DESCRIPTION PART OF THE NW1/4 OF SECTION 9, T-1—S, R-13—W, PULASKI COUNTY, ARKANSAS, LYING WEST OF INTERSTATE ROUTE # 30 AND SOUTH OF OTTER CREEK ROAD, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NW1/4 OF SECTION 9; THENCE S89-28'25"E ALONG THE NORTH LINE OF SAID SECTION 9 AND THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK ROAD, A DISTANCE OF 532.97 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'28'25"E ALONG SAID NORTH LINE OF SECTION 9, A DISTANCE OF 605.66 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF INTERSTATE ROUTE # 30 AS ESTABLISHED BY AHTD JOB NO. B60109; THENCE S34'35'26"E ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 298.07 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF INTERSTATE ROUTE # 30 AS ESTABLISHED BY AHTD JOB NO. 6612; THENCE S43'47'28"W ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 688.87 FEET; THENCE N45746'18"W, A DISTANCE OF 470.00 FEET; THENCE N45'31'22"E, A DISTANCE OF 225.00 FEET; THENCE N24'53'16"W, A DISTANCE OF 289.64 FEET TO THE POINT OF BEGINNING. CONTAINING 8.55 ACRES MORE OR LESS. A PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY (ZONE AE), AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. FIRM COMMUNITY PANEL f 05119 C 0443 G, JULY 6, 2015. SCALE IN FEET 50' 25' 0' 50' 100' 150' PLAT OF LOT I & LOT 2 QUIKTRIP 7 211 LITTLE ROCK, ARKANSAS BEING PART OF THE NORTHWEST QUARTER OF SECTION 9, T-1—S9 R-13—VY PULASKI COUNTY, ARKANSAS JOE WHITE & ASSOCIATES, INC. CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING 25 RAHLING CIRCLE, SUITE A-2 LITTLE ROCK, ARKANSAS 72223 - - PHONE: (501) 214-9141 oFst>:P71oN DATE: APRIL 6, 2021 II SCALE: 1 " = 50' REVISION PROJECT NUMBER: 21-037D G-\DWG\2021\21-037D — QuickThp Addition Final Plat\FinalPlat.dwg