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HomeMy WebLinkAboutZ-6546 Map 12- n SET PAGIS N STATE PLANE COORDINATES NORTHING EASTING PROPERTY DESCRIPTION 1 155332.9930 1221808.7428 A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, 2 155344.0737 1221404.2516 Arkansas. 3 155457.4400 1221350.6837 Commencing at the SE Corner of the NW1/4 SW1/4 of said Section 33, thence 4 155502.2106 1221333.7520 N 01'40'21 E, 464.00 feet for the POINT OF BEGINNING; thence N 88'25'51" W, 404.64 feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right 5 155563.3477 1221311.9551 of Way on a curve to the right having a radius of 1085.14 feet, an arc length of 173.32 6 155845.1392 1221211.4894 feet and a chord bearing and distance of N 24'11'08" W, 173.14 feet; thence continue along said Easterly Right of Way N 19'3721" W, 364.07 feet; thence continue along said 7 155928.6827 1221181.4421 Easterly Right of Way N 19'46'54" W, 88.78 feet; thence N 79'04'08" E, 592.05 feet to 8 156040.9520 1221762.7462 the Westerly Right of Way of Cottondale Lane; thence along said Westerly Right of Way on a curve to the left having a radius of 60.00 feet, an arc length of 60.73 feet and a chord 9 156010.4768 1221812.2982 bearing and distance of S 5824'28"E, 58.17 feet; thence continue along said Westerly Right 10 156001.8437 1221830.0865 of Way on a curve to the right having a radius of 25.00 feet, an arc length of 20.33 feet and a chord bearing and distance of S 64'06'42" E. 19.77 feet; thence continue along the 11 1 155954.5286 1221870.9530 Westerly Right of Way S 40'49'03' E, 62.52 feet; thence continue along the said Westerly Right of Wo "y S 40'49 03" E, 460.75 feet; thence S 01'21'27" W. 281.08 feet; thence 12 155703.4314 1222087.8277 N 88'41'24 W, 356.81 feet to the POINT OF BEGINNING, containing 11.939 Acres 13 155619.1882 1222160.5892 FOUND 1/2" REBAR (520,066 sq.ft.) more or less. 14 155605.8348 1222172.1227 15 155324.8357 1222165.4633 16 155670.3143 1222087.4435 17 155601.4695 1222041.6102 RIGHT OF WAY DEDICATION DESCRIPTION 18 155568.1291 1222025.9494 / A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, 19 155441.7460 1221820.7986 Arkansas. 20 155444.9449 1221704.0267 Commencing from the SE Corner of the NW1/4 SW1/4 of said Section 33, thence N 01'40'21 E, 464.00 feet; thence N 88'25'51" W, 404.64 feet to the Easterly Right of 21 155492.6275 1221573.1748 TRACT F Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the right 22 155547.2905 1221340.7053 having a Radius of 1085.14 feet, an arc length of 125.46 feet and a chord bearing and RIVERDALE ADDITION /FOUND 1/2" REBAR distance of N 25'17'30" W, 125.39 feet for the POINT OF BEGINNING; thence continue along 23 155491.5889 1221370.6484 / said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, an 24 155445.6543 1221535.8449 arc length of 47.87 feet and a chord bearing and distance of N 20'42'57" W, 47.87 feet; thence continue along Easterly Right of Way N 19'37'21" W. 64.91 feet; thence along a curve 251 155384.9674 1221702.3836 to the left having a radius of 25.00 feet, an arc length 35.95 feet and a chord bearing and 26 155381.7685 1221819.1555 distance of S 60'48'58" E, 32.93 feet; thence along a curve to the right having a radius of 280.00 feet, an arc length of 246.71 feet and a chord bearing and distance of S 76'46'04" E, 27 155542.6197 1222080.2566 238.81 feet; thence S 88'25'51" E, 116.82 feet; thence along a curve to the left having 28 155575.9601 1222095.9174 , a radius of 220.00 feet, an arc length of 254.99 feet and a chord bearing and distance of N 58721'54" E, 240.96 feet; thence N 25'09'38" E. 36.84 feet; thence along a curve to 29 155618.2856 1222122.0059 ? f the right having a radius 280.00 feet, on are length of 83.01 feet and a chord bearing and / J distance of N 3339'13" E, 82.71 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 36.20 feet and a chord bearing and distance of N 00'39'53" E, 33.12 feet to the Westerly Right of Way of Cottondale Lane; thence S 40'49'03" E, along f ., , Q said Westerly Right of Way 111.32 feet; thence along a curve to the left having a radius yE ' 592'05 r' `;' of 25.00 feet, an arc length of 44.09 feet and a chord bearing and distance of S 88'39'35" W, 10 38.59 feet; thence on a curve to the left having a radius of 220.00 feet; an arc length of 49.83 feet and a chord bearing and distance of S 31'38'56" W, 49.72 feet; thence / ;' / , ,/� ✓ �O.c? FOUND 1/2" REBAR S 25'09'38" W, 36.84 feet; thence on a curve to the right having a radius of 280.00 feet, s�S2, and are length of 324.53 feet and a chord bearing and distance of S 58'21'54" W. 306.67 0�,; feet; thence N 8925'51" W. 116.82 feet; thence on a curve to the right having a radius of 280.00 feet, an arc length of 180.35 feet and a chord bearing and distance of N 69'58'42" W. 25' SETBACK tn11 177.25 feet; thence on a curve to the left having a radius of 220.00 feet, an arc length of 176.13 feet and chord bearing and distance of N 74'27'39" W, 171.46 feet; thence on a curve to the left having a radius of 25.00 feet, an arc length of 45.63 feet and a chord bearing and distance of S 30'18'44' W, 39.56 feet to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less. Nu, O- 0 2 NO I c 54' 33' 52' Do 22'55'06" CD S 78'48'28" E T 128.94' - R 250.00' L 238.08' LC 229.19'. 25' �BAOk C9\ \ IT OF WAY ABANDONMENT RUMENT NUMBER TRACT 'G1' #8.58 ACRES �Ro. 00 9 >j, \ `�- 6' 0. 9� FOUND 1/2" REBAR 40' UTILITY EASEMENT AND SETBACK LINE \ FOUND 1/2" REBAR LO U / Ic 21'11'18" U Do 22'55'06" 2' CD N 35'45'17" E Vo T 46.76' 'c 1© R 250.00' V / Q C16 i PROPOSED ALLTEL DRIVE LC 91.93 rj t7,� h' �q7 4 60' R.O.W. �h RIGHT OF WAY DEDICATION 1Es "' o°� - THIS PLAT Ic 36'54'19'? Do 22'55'06" I c 66'24'31 ' CD S 69'58'42" E Daa2255'06" 2r,, CDN 58'21 E L- T 83.42' T 163.63. 62' ~ 1 R 250.00' R 25003'.00' I' -I �+ Uj 61 C 1 LC1158.26' LC 2873.816'00 G� L 2'/ C8 2 19 ( N 00 S 88'25'51" E O µ - > o 116.82' 4 - � S 88'25'51" N 88'25'. (5- 116.E TRACT 'G2' - NOT BUILDABLE N 88'25'51 " W AAI c1, NUMBER Delta Do P.O.B. FOUND 1/2" REBAR �, CONSULTANTS (R/W DEDICATION) --_ N �^ L ' ' Chord C1 06'37'27" SET AL. CAP N 25°17'30" PAGIS NO. 2020 1085.14 Ic 09 '09 '06 ' ' 125.39 -- Do 05'16'48" 05'16'48" o CD N 24'11'08" W W '-- T 86.85' 47.87 47.87 R 1085.14' 57.59'45" 95'29'35" L 173.32' 58'24'28" E LC 173.14' 60.00 60.73 FOUND 1/2" REBAR I c 54' 33' 52' Do 22'55'06" CD S 78'48'28" E T 128.94' - R 250.00' L 238.08' LC 229.19'. 25' �BAOk C9\ \ IT OF WAY ABANDONMENT RUMENT NUMBER TRACT 'G1' #8.58 ACRES �Ro. 00 9 >j, \ `�- 6' 0. 9� FOUND 1/2" REBAR 40' UTILITY EASEMENT AND SETBACK LINE \ FOUND 1/2" REBAR LO U / Ic 21'11'18" U Do 22'55'06" 2' CD N 35'45'17" E Vo T 46.76' 'c 1© R 250.00' V / Q C16 i PROPOSED ALLTEL DRIVE LC 91.93 rj t7,� h' �q7 4 60' R.O.W. �h RIGHT OF WAY DEDICATION 1Es "' o°� - THIS PLAT Ic 36'54'19'? Do 22'55'06" I c 66'24'31 ' CD S 69'58'42" E Daa2255'06" 2r,, CDN 58'21 E L- T 83.42' T 163.63. 62' ~ 1 R 250.00' R 25003'.00' I' -I �+ Uj 61 C 1 LC1158.26' LC 2873.816'00 G� L 2'/ C8 2 19 ( N 00 S 88'25'51" E O µ - > o 116.82' 4 - � S 88'25'51" N 88'25'. (5- 116.E TRACT 'G2' - NOT BUILDABLE N 88'25'51 " W AAI c1, NUMBER Delta Do CD CONSULTANTS T ' R ' L ' ' Chord C1 06'37'27" 05'16'48" N 25°17'30" W--62.80 1085.14 125.46 125.39 C2 02'31'39" 05'16'48" N 20'42'57" W 23.94 1085.14 47.87 47.87 C3 57.59'45" 95'29'35" S 58'24'28" E 33.26 60.00 60.73 158.17 C4 46'35'18" 229'10'59" S 64'06'42" E 10.76 25.00 20.53 119.77 C5 82'57'51" 229'10'59" N 00'39'53" E 22.10 25.00 36.20 33.12 C6 16159'10" 20°27'46" N 33°39'13" E 41.81 1280.00 83.01 82.71 - C7 66'24'31" 26'02'37" N 58'21'54" E 143.99 1220.00 254.99 240.96 C8 36'54'19" 26'C2'37" S 69°58'42" E 73.41 1220.00 141.71 139.27 C9 50'29'04" 20'27'46" S 7646'04" E 132.01 1280.00 246.71 238.81 C10 82°23'15" 229"10'59" S 60'48'58" E 21.88 25.00 35.95 32.93 C11 104'35'01" 229"10'59" S 30'18'44" W 32.34 25.00 45.63 39.56 C12 45'52'14" 26'02'37" N 74'27'39" W 93.09 220.00 176.13 171.46 C13 36'54'19" 2927'46" N 69°58'42" W 93.43 280.00 180.35 177.25 C14 66'24'31" 20'27'46" S 58'21'54" W 183.26 280.00 324.53 306.67 C15 12'58'35" 26°02'37" S 31°38'56" W 25.02 220.00 49.83 49.72 C16 101'02'44" 229°10'59" S 88'39'35" W 130.35 25.00 44.09 38.59 TRACT A -1(R) RIVERDALE ADDITION I rn r _ - 4..�.....-- 6 51 L EVE" EASEMENT 22K N 88'41'24" W FOUND 1/2" REBAR 356.81' P.O.B. (PROPERTY DESCRIPTION) 'SE CORNER NW1/4, SW1/4, SECTION 33 T -2-N, R -12-W LEGEND O SET 1/2" REBAR • FOUND MONUMENT FOUND 1/2" REBAR �V Date of Execution Signed: (Print Name) Source of Title: Instrument # 0 COPYRIGHT W 1998 CERTIFICATE OF SURVEYING ACCURACY SCALE I, Lee D. Kendrick, hereby certify that 1" = 60� this plat correctly represents a boundary survey made DRAWN BY or verified by me, all monuments required actually exist LDK and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and O CHECKED BY : Regulations have been complied with. on RMB APPROVED BY Date of Execution Lee D. Kendrick LDK Registered Professional 0 DATE Land Surveyor No. 1274 V 7/27/98 Arkansas Z CERTIFICATE OF ENGINEERING ACCURACY I, Mark E. Rickett, 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 Mark E. Rickett Registered Professional Engineer No. 9116 Arkansas 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. VICINITY MAP Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 19-, in Plat Book , Page (Signed) Clerk FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0008 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. BASIS OF BEARINGS: PAGIS MONUMENT NUMBER 2019. ����ululunrii G\ STERE .• STATE OF % % a ARKANSAS •� d _- : NO. 1274 : O _0 • �- P LLJ *6 s :` KE�A� . /••d : J•� °�'�C LANO 01IIIIIllll'\\ 60 30 0 60 120 SCALE FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION CITY OF LITTLE ROCK, ARKANSAS R DEVELOPMENT 3 CONSULTANTS CERTIFICATE OF OWNER INCORPORATED We, the undersigned, owners of the real estate shown 2200 NO. RODNEY PARHAM RD. and described herein, do hereby certify that we have SUITE 220 laid off, platted and subdivided, and do hereby lay Off, LITTLE ROCK, ARKANSAS 72212 plat and subdivide said real estate in accordance with this plat. C ENGINEERING PLANNING _ LAND SURVEYING Alltel Corporation N LANDSCAPE ARCHITECTURE One Allied Drive P.O. Box 2177 96 Little Rock, AR 72203-2177 �M �V Date of Execution Signed: (Print Name) Source of Title: Instrument # 0 COPYRIGHT W 1998 CERTIFICATE OF SURVEYING ACCURACY SCALE I, Lee D. Kendrick, hereby certify that 1" = 60� this plat correctly represents a boundary survey made DRAWN BY or verified by me, all monuments required actually exist LDK and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and O CHECKED BY : Regulations have been complied with. on RMB APPROVED BY Date of Execution Lee D. Kendrick LDK Registered Professional 0 DATE Land Surveyor No. 1274 V 7/27/98 Arkansas Z CERTIFICATE OF ENGINEERING ACCURACY I, Mark E. Rickett, 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 Mark E. Rickett Registered Professional Engineer No. 9116 Arkansas 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. VICINITY MAP Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 19-, in Plat Book , Page (Signed) Clerk FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0008 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. BASIS OF BEARINGS: PAGIS MONUMENT NUMBER 2019. ����ululunrii G\ STERE .• STATE OF % % a ARKANSAS •� d _- : NO. 1274 : O _0 • �- P LLJ *6 s :` KE�A� . /••d : J•� °�'�C LANO 01IIIIIllll'\\ 60 30 0 60 120 SCALE FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION CITY OF LITTLE ROCK, ARKANSAS R 97-157 3 N OC C /R V N IL 96 �M 0.0� C V Z V O O O a`t� r .Y �a Z od IL a oYc a O W Q c oc JV 40 J..m a O a_j O > ZCa �.� LLmv 97-157