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HomeMy WebLinkAboutS-0200-C MapCDI'454'23 J9'W C9 , 02, h R527.96' CDN40'01108'W L C 183.68' North R/W Vne 40 0 40 Scale 1" = 40 ft R617.96' -CDN40*01'08'W LC215.00' \?iP. B� a� 7 G� n R522.96' CDNi8'04'22'W LC216.17' R50.00' CDN46'39'42'E LC79.66' 31'54-W .4 0- 120 FUTURE LOT 96, r-CDN28'14'36'W LC3$.21' R622.96' ,.,iCDS13'48'14'E LC273.52' N7g•3�= 100.0p. \ 100' AP&L Easement 66S LOT , \ N88034'14'W 273.88' N82° 03 C7 436.9' N88°34'14'W \ 344,34' 0 0 G 3j 600.- A(�/Ln point of car Fncenent NSAru �J rA T� fi 70 R50.00' CDS40'34'40'E �LC63.55' w Lr) m 0 d c fU L o m .0 y U z� a tli � c � + 3 Ul Z o ,It Lj w A. P. & L. Substation AR STATE PLANE COORDINATES (NORTH) N 174659.09 E 1165653.62 N 174665.92 E 1165379.83 N 174699.58 E 1165361.75 N 174697.08 E 11653!,7.42 N 174861.73 E 1165219,17 N 174966.47 E 1165970.38 N 174946.81 E 1166005.80 N 174650.50 E 1165997.85 N 174400.30 E 1165445.09 N 174352.03 E 1165486.43 N 174357.50 E 1165455.30 N 174377.23 _ E 1165357.26 N 174389.41 E 1165284.27 N 174444.08 E 1165342.20 N 174649.58 E 1165275-14 N 174652.08 E 1165279.47 N 174792.75 E 1165161.36 176, 36' .. S60• 4oSl °'F C�7 C,ST£R£d1 PLATUCORRECTLTE, HEREBY Y REPRESENTSCERTIFY THIS BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL i I'''^NN'"S • ° MONUMENTS REOUIRED ACTUALLY EXIST AND r.l'..l ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REOUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. .y�� DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, 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 WTH THIS PLAT. y 4-30-97 DATE OF EXECUTION` ADDRESS D.R. ZZ Z PAGE 77- 62 INSTRUMENT NO. 67-3goewl CERTIFICATE OF FINAL. APPROVAL O O�e I, TIMOTHY E. DATERS• HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION r THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN R E G I S T E R E D ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY P R 0 E E S S 10 NA L ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED, THIS CERTIFICATE IS HEREBY ENGINEER HAVE BEEN COMPLIED WTH./J EXECUTED UNDER THE AUTHORITY OF SAID %I RULES AND REGULATIONS. <�0 No .5033 `'tyY E QP �r DATE OF EXECUTION TIMOTHY E. DATERS June-30,1997 REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033. ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS D E T, NUMBER FILED FOR RECORD 19 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/DR 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: 1:98500 6. AT TIME OF PLAT'Flhle Ho WATE2 eW- �iEWE1Z IS AVaILA�L.E To Lof I . Lot 1 Northwest Territory Addition Part of the SW1/4 NE1/4 and part of the SE1/4 NWt/4, Section 15. T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the intersection of the north right-of-woy line of Arkansas State Highway #10 and the east line of the SE1/4 NW1/4, said Section 15. said point being 55.00 ft. northerly from the centerline of said Highway; thence N01'32'09'E along said east line, 360.11 ft. to the point of beginning; thence N8934'14`W, 273.88 ft. to the proposed east right-of-woy line of Chenal Parkway; thence southeasterly along said proposed east right-of-way line, following the arc of a 622.96 ft. radius curve to the right, a chord bearing and distance of S1S48'14'E, 273.52 ft.; thence southeasterly and continuing along said proposed east right-of-woy line, following the arc of a 50.00 ft. radius curve to the left, a chord bearing and distance of S40.34'4TE, 63.55 ft. to the north right-of-way line of Arkansas State Highway 110; thence N80'02'00"W along said north right-of-way line 31.60 ft.; thence N7837'10"W and continuing along said north right-of-way line, 100.00 ft.; thence N80'31'54'W and continuing along said north right-of-way line, 74.01 ft. to a point on the proposed west right- of-way line of Chenal Parkway-, thence northeasterly along the said proposed west right-of-way line, following the arc of a 50.00 ft. radius curve to the left, a chord bearing and distance of N46'39'42-E, 79.66 ft.; thence northwesterly and continuing along said proposed west right-of-way line, following the arc of a 522.96 ft. radius curve to the left, a chord bearing and distance of N18704'22"W, 216.17 ft.; thence N5T59'57"E and continuing along said proposed west right-of-woy line, 5.00 ft.; thence northwesterly and continuing along said proposed west right-of-way line, following the arc of a 527.96 ft. radius curve to the left, a chord bearing and distance of N4901'08"W, 183.68 ft.; thence N3T57'48"E and continuing along said proposed west right-of-way line 90.00 ft. to a point on the proposed east right-of-way line of Chenal Parkway; thence N8703'46"E, 758.48 ft.; thence S60'57'40'E, 40.51 ft.; thence S01'32'OTW, 296.42 ft. to the northeast corner of an AP&L substation; thence N8T34'14"W along the north line of said AP&L substation, 344.34 ft. to the point of beginning, containing 5.3739 acres more or less. (Bearings ore based on Arkansas State Plane Coordinates) x PLAT OF LOT I NORTHWEST TERRITORY ADDITION AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS Z BY: _44 DATE: -3 0- ©1�p�p �/7� /r�+��+7� � n �r�.��`r� � �rr�/��T 7��T-�- V V Milli 11 1G I DA 1L l!1' IIUa� � �71�]�aYLL!/V.rITA !1 IC P I V C. CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 u_ Job 97-0110