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HomeMy WebLinkAboutZ-4470 Map 1g 41 567°45'00"E / Poln+ of.�eginning 589`15'58"E, 43(0.24' J 4:ut• i -�_ X-.. _. .. i�iJ :•.: v<:::.�.�::: .; :•: .: X..... • ... :::. '.•: }t•.-yC.eri_ -ten.....+. •: Found 3/8" Rebar Found d/4" Pipe �� _ Point of Commencernen+ Nor+hwe5+ Corner of Sec. (D �- - - - - - - 0. - T -I -N, ^� /I / d�0\VO k Ods W ear ,°n J roc G �\ a _ f �w 11 125. 3', f f ::;,•.;`:.::, l.. �0°02'.09" I�! % 101.12' WEST M � � yt� � • THIS PROJECT , '�*i 4D � Ill _ b WEST MARKHAM d = Q Z:_ ANIS RO..1- -- r �a 0 9 t� I VICINITY MAP SCALE: -'= 3000 NOTES MF - 18 ZONING LE2AL DESCRIPTION 03 ZONING LEGAL DESCRIPTION I. City of Little Rock Water Line right-of-way described in Book 241, Page 184 of the records A parcel of land situated in the NW 1/4 of Section 6, Township I North, A parcel of land situated in the NW 1/4. NW 1/4 of Section 6. Township I of Pulaski County as a right-of-way upon and across the N 1/2, NW 1/4 of Section 6, T -1-N, Range 13 West of Pulaski County, Arkansas, being more particularly described North, Range 13 West. Pulaski County. Arkansas. being more particularly R -13-W. No width was specified. as follows: descrioed as follows: 2. Arkansas Power and Light Company Easement described in Book 923, Page 565 of the Commencing at a 3/4" pipe at the Northwest corner of said Section 6, T I N. Commencing at a 3/4" pipe at the Northwest corner of said Section 6. T I N. records of Pulaski County as the area north of the City of Little Rock Water Line right -of- R 13 W, of Pulaski County, Arkansas; thence along the north line of said R 13 W. Pulaski County. Arkansas: thence along the north line of Section 6 Section 6 S 87° 45' 00" E, 99.69 feet to a 3 8" rebar; and S 89° 15' 58" E. S 870 45' 00" E, 99.69 feet: and S 89° 15' 58" E. 436'4 feet to the Point of way. Record plans provided by Arkansas Power &Light show the easement width to be / Begmnin thence continuing along the north line of Section 6 S 89° 15' 58" E. 1,026 �4 feet to the Point of Beginning; thence continuing along the. north g: g' 110 feet. line of Section 6 S 89° 15' 58" E, 1,379.74 feet to a crimped -top pipe at 590.00 feet; thence S 00° 44' 0-" W. '_82.80 feet: thence S 72` 33' 53" E. the north 1/4 corner of said Section 6; thence S 00° 07' 54" E along the 180.44 feet; thence S '_ 10 26' 00" W. 615.'9 feet to the northerly right-of-way 3. West Markham Parkway right-of-way taken from plans provided by the Arkansas State centerline of Section 6 for a distance of 638.19 feet to a 3/8" rebar on the line of West Markham Parkway: thence along said rightof-way line the follow - Highway Commission. northerly right-of-way line of West Markham Parkway: thence along the ing courses and distances: N 68° 34' 00" W. 360.00 feet: N 600 02' 09" W. northerly right-of-way line of West Markham Parkway the following courses I01.12 feet; and N 750 15' 02" W. 125.43 feet; thence N 00° 50' 40" E• 4. Basis of Bearings is the existing center line of the north lane of the West Markham Parkway 703.21- feet to the Point of Beg' taken from plans provided by the Arkansas State Highway Commission. and distances: along a curve being concave to the southeast, having a radius �tnninc. said parcel containing 11.9(1 acres. more of 724-21 feet, a central angle of 17° 22' 14", and a chord bearing and distance or less. 5. Contours were taken from aerial mapping provided by Johnson Aerial Mapping. Photo- of S 640 59' 30" W, 218.72 feet; S 560 23' 00" W, 264.00 feet; along a curve being concave to the northwest, having a radius of 904.93 feet, a central graphy dated April 4, 1985. angle of 40° 44' 45", and a chord bearing and distance of S 760 45' 23" W. 630.06 feet; N 76° 50' 41" W, 94.59 feet; N 72° 43' 07" W. 130.32 feet: } 6. Elevations used on U.S.G.S.datum. N 730 12' 26" W. 61.80 feet; and N 68° 34' 00" W. 140.00 feet: thence departing said right-of-way line N 210 26' 00" E, 615.29 feet: thence N 720 33' 53" W, 180.44 feet; thence N 000 44' 02" E, 282.80 feet to the Qaoint -of Beginning, said parcel containing 28.32 acres, more or less. • p to 589.915' €E;8" E;-1909.74' ' N 1/4 --r 2cL 6i X Y\ s �. lIQ' P.L Easemet�f " - -'-� of A PY ��,cnf. 0 0- - - - -- - a - - - -- Li 0 � z " MULTI -FAMILY (MF -18) ( 28.32 ACRES) e �� LEGEND N�2' �t rt -_2� h ��� C CORNER MONUMENTS AS NOTED O S3 W- _ \`\� 0 WATER LINE MANHOLES 0--• POWER POLE STRUCTURES \5 2 - -- � -- FENCE LINE 8 a - CONTOURS s / - 50' WQ _ _ _ S83° �►�t 92_9. (02, - --- / - asemen+ _ --- � - - - _ -7756 Found I -��--0 ��\ 1 S.I �0--moi' �' \� �t�Z Culvert ``�- \� Re-�-ention� �+� '� Pond (D ". O LEGAL DESCRIPTION 30.000 f+5 5f0ro •. �/ 00 - - - 9e � A tract of land heing that part of the N I/', NW' 1/4. of Section 6. T -I -N R 13-W Iving north of the \ r0� . northerly' right-of-way line of West Markham Parkway in Pulaski Cotmty. Arkansas and being more parti- 4 / 454 I cularly described as follows 12'2(0" W h d� - - 7'X4' Boi Commencing at a 3/4" iron pipe at the northwest corner of said Section 6; thence S 87° 45' 00" E along (D1,80' 06 �� 'Culver+ the north line of Section 6 for a distance of 99.69 feet to a 3/8" rebar: thence S 89° 15' 58" E continuing (p3�' along the north line of Section 6 for a distance of 436 24 feet to a Point of Beginning: thence continuing N72°43'O " �P S 89° 1S' S8" E g i along the north line of Section 6 for a distance of 1,969.74 feet to a crimped top pipe at ° 4 g5 P� the north 1/4 corner of Section 6: thence S 00° 07' 54" E alon the Le .i,P.�------�- , �pG„- .:::::::. g c n er me o ection 6 for a distance 4A7 + - -� 44 1A R�� Q of 638.19 feet to a 3/8" rebar on the northerly right-of-way line of West Markham Parkway: [hence along A fo°SO 4I 4�••. the northerly right-of-way line of West Markham Parkway the following courses and distances: along a ver+ 94 �'' ' t1 curve being concave to the southeast, having a radius of 724.2] fret. a central angle of 17° 22' 14", and a \ ++ �.- •`•�� % `� � R/ chord hearing and distance of S 64° 59' 30" W '18 7i f• ° , a FgsTe Q� qN�c being concave to the northwest, having a radius of 904.93cet a feet. aScentralangleW, 40' 4t et: along and a hove \ WE Z4" Culvert bearing and distance of S 76° 45' 23" W. 630.06 feet: N 76° 50' 41" W, 94.59 feet: N 72° 43' 07" W. - v 130.32 feet; N 730 12' 26" W. 61.80 feet: N 68° 34' 00" W. 500.00 feet: N 600 02' 09" W. 101.12 feet: _ and N 750 15' 0-1" W, 125.43 feet; thence departing from the Markham Parkway right-of-way line --- y- N 000 50' 40" E, 703.22 feet to the Point of' Beginning; tract of land containing 40.277 acres ( 1.754.470 -'- S.F.), more or less. ROC=CREEK �\ CERTIFICATION OF SURVEY •�° I, William E. Ruck, Arkansas L.S. No. 908, hereby certify that a survey crew of Garver & Garver, Inc., did survey this piece of real estate under my direc- tion and that this drawing is an accurate portrayal of the survey results. f Z4 1915 D e William E. Ruck, PE,RLS REZONING PLAN BOUNDARY SURVEY PART OF THE NW1/4 OF SECTION 6, T -1-N, R -13-W THIS PLAT SUBMITTED FOR FILING IN THE DESIGNED BY: W E R ' SCALE f. 1Do, RECORDS OF PULASKI COUNTY AND THE DRAWN BY HEW Garver + Garver ' ao SCALE STATE SURVEYOR'S OFFICE BY DATE CHECKED BY' Engineers and Planners stir R.D.H. Little Rock , Arkansas 1 1 500 -01N -13W-0-06-400-60-0908 DATE!MAY 28. 1985