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HomeMy WebLinkAboutS-1240-H Map 7LAWSON PAGIS Marker 1 2054 0 of 0 w J Y U Y N W. 36TH GLENN PLAT / O r7 I DAVID 0. DODD VICINITY MAP NTS R25.00' CDN21'31'38'E LC36.07' S8T36'14 W 439.62• Grljf Co �/ o_ 16 (wry 45 8\d9. �, ZO r O \ N \ C AS r � o ,�N PLAT BOOK C, PAGE 929 50 0 50 Scale 1" = 50 ft 22 PLAT BOOK r, PAGE 903 150 \C:) LOT ;0 -_ Unrecorded r" C 73 \ Drainage & Utility Esmt. POINT OF BEGINNING \O ` - E1/4 vu-1/4 a� — _ o �p. SE 1 /4 1V i 1,/' 4 — -- — — — — _ -- — _ _ _ _ _ — r �0 \ •,ao9e �iSb9\ ro � ��5 0 Oo°o9e PLAT BOOK G, PANE T7 `\ 8 ,1 \ CDN020'053'42"W LC 108.40' Nib 49 Unrecorded LOT 10, 1430-COLONEL GLENN COMMERCIAL PART OF THE NW1/4 OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, o �p ItUND2ooaD eK, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ BEGINNING AT THE SOUTHEAST CORNER OF LOT 21, 1430-COLONEL GLENN OVe:l24d% COMMERCIAL, SAID CORNER LYING ON THE WEST RIGHT-OF-WAY LINE OF \ COLONEL GLENN PLAZA DRIVE; THENCE S22'18'24E ALONG SAID WEST ARKANSAS STATE PLANE COORDINATE ID �_ (�/J�"d�L.6y. RIGHT-OF-WAY LINE, 60.00 FT.; THENCE S67.41'36"W, 426.49 FT. TO NORTH ZONE MONUMENT POINT ON THE EAST RIGHT-OF-WAY LINE OF COLONEL GLENN COURT; N 137656.71 E 1190682.45 FND. 1/2' IRON PIN 1 �1 THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE N 137601.20 E 1190705.23 SET 1/2' IRON PIN , [ �_ ARC OF A 830.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND N 137439.32 E 1190310.66 SET 1I IRON PIN i _/�►r��1 J,V+/� DISTANCE OF N20'53'42"W, 108.40 FT.; THENCE N24'38'21"W N 137439.32 E 1190310.66 SET 1/2 IRON PIN �+ CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 414.37 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING X' IN swot N 137917.23 E 1190099.24 SET CHISELED ". THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING N 137950.78 E 1190112.47 SET t 2" IRON PIN AND DISTANCE OF N21"31'3WE, 36.07 Fr. TO A POINT ON THE SOUTH N 138020.28 E 1190281.88 NO MONUMENT SET (APRON UNDER CONSTRUCTION) RIGHT-OF-WAY LINE OF COLONEL GLENN ROAD; THENCE N6741'36"E N 13756642 E 1190467.26 FNO. 1/2" IRON PIN ALONG SAID SOUTH RIGHT-OF-WAY LINE, 183.10 FT. TO THE NORTHWEST CORNER OF SAID LOT 21, 1430-COLONEL GLENN COMMERCIAL; THENCE S22.18'2eE ALONG THE WEST LINE OF SAID LOT 21, 488.41 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE N67'41'36"E ALONG THE SOUTH LINE OF SAID LOT 21, 232.60 FT. TO THE POINT OF BEGINNING, CONTAINING 122,632 SO. FT. OR 2.8152 ACRES MORE OR LESS. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. (FIRM Community Panel # 050181 0084 F, dated Oct. 19, 2001) p-o's l A K ik S S A s i REGISTERED k d PROFESSIONAL � ENGINEER >�T No.5033 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, 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 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, 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 THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION 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. DATE OF EXECUTION ROBERT A. VOGEL DATE OF EXECUTION GARY LAY COLONEL GLENN DEVELOPMENT COMPANY 11219 FINANCIAL CENTRE PARKWAY SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO 98-001039 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD , 20 PAGE FILED FOR IN PLAT BOOK GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, UNLESS NOTED OTHERWISE, 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: EXCEEDS 1: 50,000 PLA T OF L 0 CA TED IN SECTION 21, T-> N, R ,3 W, PULASKI COUNTY, ARKANSAS � OCTOBER, 2004 V ©j�7J�ry/j4�(1 j]}� 7jj,\�//O VV 117.11E Li ILI�lI//� 1111e1LiS61� L'116%Git®lt.il/f+, 1L LCwAi�.9 i V e Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING J Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 04-884P E