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HomeMy WebLinkAboutZ-3660-D Map 6EASEMENT NO. 3 FOR DRAINAGE 30' WIDE" INST. NO. 85-58517 m m C9 La] 1(� .r 0 z EASEMENT NO. 1 FOR DRAINAGE 30' WIDE INST. NO. 85-58 rF---- N23'05' 275.88' ORDER OF POSSESSION AREA CASE NO 92-1120 N81'55'24" 77.86' _ R/W SIGN -' NOTE: OTTER CREEK DEVELOPMENT CO, ruUjD C-4 CD' I 100 YEAR FLOOD PLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP PANEL N 050181-0021E DATED NOVEMBER 3. 1993. ELEVATIONS OF ,`a Al' GROUND WAS NOT DETERMNED. r z 1 01 ,1 2792.00' S 89'12'00" E 1 V I 502.16' 1 90 i 80 PENNY NAIL "1 1 FOUND f 100 YEAR FLOOD PLAIN LINE 4J I ' N11'22'26"E �t11+, - �-.,- 1143.67' �1 ,J , EXISTING ZONING R-2 NBr©53"E a, 2 -'KEBAB o 0o a8 w 770.41' CHORD z / ® f N 75.39'32" E 553.54' FOUND (4) S64.21 29 E _ _ 433.13' CHORD FO2.UND I - - N42'17'04"E EASEMENT AND RIGHT-OF-WAY = - '_� - - - i - - - 1.09.97' ,1 AREA INSTRUMENT NO. 84-11202 � & $4-4677 20.064 ACRF_4f \ \ EASEMENT NO. 4 FOR DRAINAGE 30' WIDE INST. N0, 85-5851.7 Ov- N32'05'23"E 1036.04' CHORD / SET 7 ; / `- \ Q 1 10.18' ` N816134' 19-6 895.80' CHORD S61'59'24"E -f N 0. 60 PENNY NAIL FOUND Jr' 474.86CHORD /, Sym. 4f�04 \ R/W MONUMEI N32'05'23"E 1130.57' CHORD- ,/ \ 1/2" REBA FOUND j/-5/8 REBAR \\\\ TRACT #2 a I R-2 & C-2 CV ----moi S86007'07"E -� x z N88.07V"W + 115.3 ACRES 10.00 ,r 10.00 / S N 03'52'53" E 1161.34'- I aNi j 01) 1 EASEMENT NO. 2 to I 1 I FOR SANITARY SEWER 20 WIDE "t, 1 h / N INST. NO. 85-58517h 827813 in JI .� S 30'04'53" w 246.73' W VVVVV � N 44.42'05" w 345.76' N17'40134"E S 37'01'06"W 55.52' �171.71' CHORD R-235' ,-- N5831'27"W N 58831933" w 157.10' y 5.00' s 1 y ' N34'59'08"E 44.72' CHORD TRACT #1 ti R-2 & C-2 '2 'J TO PP •�^ '�'� 46.54 ACRES S41'53'48' w 43.28' CHORD 10 N PIPE FOUND\PP 100 YEAR FLOOD PLAIN LINE N 891505 E 825.00' R �' iOR , 3 EXISTING ZONING C-3 PP � J w / //,,_ S23'05'36"W °$ N 89'18'28" M 219.60' 177.62' CHORD , o N PP S 46'01'00" E R X305' B y 35.00' \ Std Pco O01 /-292.73 11"win Ss z R/V SIGN, 253, 28' OTTER CREEK ROAD N80.5 5/8" REBAR, 239.4 FOUND z� Iala.csts SMI/4, SMI/4. SECTION 4----- FOUND T�- N- R-13- M EXISTING ZONING C-4 R/W R/W R/W MON 1/2' R FOUND M IN 05 18'02" W 56.48' R/W MONUMEI S05'24'01"W 235.35' SO4'36' 183.78', 60 PENNY NAII FOUNDm 11 0. 7-1 �, MA E f 00D o o N� I A Jh At 94• r z Ai' it ml �► QDo WENT OWNER - OTTER CREEK LAND CO. LLC #2 OTTER CREEK CT. LITTLE ROCK, AR. 72,209 VICINITY MAP MNK- - - 0 200 �I I T&&Cl--G 1 Parr of Section 4, '1 -,X -S. R.13 -W, Little Rock, Pulaski Cantly, Arkansas, more particularly described as Commencing at the SE corner of the SW I A SW 114 oh' Section 4; thence N04942'OS"E 391.90' to a point on the Northerly R/W line of U. S. Interstate 30, said point also being on the are of a curve to the left having a radius of 505.0'; thence in a Southwesterly direction along the arc of said curve to the left to a point which is S70°28'30"W 469.07' from the previously described point, thence continue along the Northerly R/W of said Highway S46901'00"E 35.0' to a point on the arc of a curvs to the right having a radius of 550-0'; thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing a diatattee of S79'4l' I T'W 404.83'), said point also being on the North R/W line of Otter Creek Road. thence along the Northerly R/W lite of Otter Creek Road the following courses. N80'50'II"W 292.73'; N8 1055'24"W 77.86'; thence N0'53'19"E 289.40' to the point of curvature of a curve to the right having a radius of 365.0'; thence in a Northeasterly direction along the we of said cave to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N23905'36'E; 275 S8'), thence N45'17'56"E 737.22' to the point of curvature of a curve to the left having a radius of 235'; thence in a Northeasterly direction along the arc of said curve to the left to a point which is N37901'06'E 55.2' from the point of curvature thereof and the Point of Beginning, thence N44942'05"W 345.76'; thence N45017'55"E 43291', thence NO3"52'53'E 161 34'; thence S86007'07"E 10 0'; thence NO3'52' 53"E 350.4' to the polar of curvatura of a curve to the right having a radius of 1195 92', thence in a Nnrthc sterly direction along the arc of said c;rrvc to nie right to the point ortangency theraef (said arra sttpesta Awift a chord 4asiag vin distance a N32"05'23" E 1130-57'), ce thenN59°53'22"E 244 78' insiIia point of curvature of a curve to the right having a radius of 1044.93'; thence in a Northetatady direction along the arc of said curve to the right to a point which is Ni 1"5.5'53"E 553.54' from the point of curvature thereof, thence Nob° 1 Tl YE 443.61' to a point on the North hoe of SEI/4 NWI/4 of Section 4, thence S89912'00"E along the North line of the SE114 NW 1/4 502.16' to the NE corner thereof; thence N01925'56 E along the West line of the NWI/4 NEI/4 of Section 4 80.0' to a point on the Westerly R/W line of U.S. Interstate Highway 430, thence in a Southerly direction along the Westerly R/W line of said Highway the following courses. S26925'00"E 202 90'; S20404'26"E 1425.0'; S6103 1'33"W 11921'; S29'I8'02"W 256.48', SOS924'0I"W 23535', S13050'13"E 59582', SO4036'20"W 183.78'; S23'46'56"W 186.23'; S36957'41"W 197 26'; S44908'53"W 77 75' to a point on the Northerly R/W line of U.S. Highway �10; thence S43945'54"1*k' along the Northerly R/W line of said Highway 794 18`, thence N46'14'06'W 672 57' to the point of curvature of a curve to the left having a radius of 670'; thence in a Northwesterly direction along the arc of said curve to the kit to the point of tangency thereof (said curve segment having a chord hearing and distance of N64`21'09"W 416.70'; thence N82928' 13"W 333 74' to a point on the arc of a curve to the right having a radius of 470', thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of S30"04'53"W 24673'), thence S45017'55"W 42444', thence NSS'41'33"W 157 10' -to -the Point of Beginning, containing 1 15.3 Acres, more or less TRACT is i Part of Section 4, T -1-S, R -13-W, Little Rock, Pulaski County. Arkansas, morn partiuilatly described as. Commencing at the SE corner of the SW 1/4 SW 1/4 of Section 4, thence N04'42'08"Li 381.90' to the Point or Beginning, thence NOV 12'11"L 280.12', thence N89°25'05"E 825.0' to a pant on the Northerly R!W line of U.S. lnterstate Highway 30, thence N43945'54"E along the Northerly lVW line of said Highway 539.58', thence N46914'06"W 67257' to the point of curvature of a curve to the left (said curve having a radius of 670'); thence in a Northwesterly direction along the arc of said curve to the left to the point of tangency thereof (said curve segment having a chord bearing and distuax of N64"21'09'W 416.70'); theme N82928'1 3"W 333 74• to a point on the are of a curve to the right (said curve having a radius of 470'), thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing an distance of 530104'53"W 246 � thence S45917'55'W 424 44'; thence N53031'33"W 157.10' 10 a point on the arc of a curve to the right having a radius of 235.0', thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chard bearing and distance of S37001'06'W 55.52'); thence S45017'5,5"W 737.22' to the point of curvature of a curve to the left having a radius of 365.0% thence in a Southwesterly direction along the arc of said curve to the point of tangency theroof (said curve segment having a chord bearing and distance of S23005'36"W 275,88'); thence SOO"53' 19"W 289 40' to a point on the North "' line of Otter Creek Road, thence along the North R/W line of Otter Crack Road the following courses S81955'24"E 77. S6% S8050' 11 "E 292 73' to the point of curvlure of a curve to the left having a radius of 550.0' (said point also being on the Northerly K/W line of U.S Interstate Highway 30); thence in a Northeasterly direction along the arc 4 said curve to the left to the point of tangency thereof (said curve segment having a lord bearing and distance of N79'41' l7"E 404.83'); thence N46001'00"W 35.0' to the point of curvature of a curve to the right having a radius of 505 0', thence in a Northeasterly direction ahung the are of said curve tot he left tot he Point of Beginning (said curve segment having a chord bearing and distance of N70928'30"E 469 07') containing 46 54 Acres, more or less JUL 8 1596 � t 7 AID (0(00 _ il ZONING MAP OTTER CREEK TOWN CENTER LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS Little Rock. Arkonsas 72221 JULY 6. 1998 CURVE DATA CURVE NO. DELTA TANGENT RADIUS LENGTH CHORD 1 4424'34" 148.99' 386.00' 282.91' 275.88' 2 13'49'17" 28.48' 236.00' 56.88' 56.55' 3 2796'38' 58.94' 240.00' 115.59' 114.47' 4 58'26'00" 841.47' 1196.92' 1177.57' 1130.57' 5 4376'49" 414.39' 1044.93' 789.02' 770.41' 8 24'09'27" 221.47' 1034.93' 438, W' 433.13' 7 2847'37' 245.13' 954.93' 479.89' 474.88' a 43'12 23' 374.18' 944.93' 712.68 695.80' 9 5825'00' 587.83' 1095.92' 1076.11' 1038.04' to 2795'40' 85.41' 350.00' 173.38' 171.71' 11 0701'28' 22.40' 385.00' 44.75' 44.72' 12 08'47'53" 21.68' 366.00' 43.31' 43.28' I3 4424'34" 96.92' 235.00' 182.14' 177.62' EASEMENT NO. 3 FOR DRAINAGE 30' WIDE" INST. NO. 85-58517 m m C9 La] 1(� .r 0 z EASEMENT NO. 1 FOR DRAINAGE 30' WIDE INST. NO. 85-58 rF---- N23'05' 275.88' ORDER OF POSSESSION AREA CASE NO 92-1120 N81'55'24" 77.86' _ R/W SIGN -' NOTE: OTTER CREEK DEVELOPMENT CO, ruUjD C-4 CD' I 100 YEAR FLOOD PLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP PANEL N 050181-0021E DATED NOVEMBER 3. 1993. ELEVATIONS OF ,`a Al' GROUND WAS NOT DETERMNED. r z 1 01 ,1 2792.00' S 89'12'00" E 1 V I 502.16' 1 90 i 80 PENNY NAIL "1 1 FOUND f 100 YEAR FLOOD PLAIN LINE 4J I ' N11'22'26"E �t11+, - �-.,- 1143.67' �1 ,J , EXISTING ZONING R-2 NBr©53"E a, 2 -'KEBAB o 0o a8 w 770.41' CHORD z / ® f N 75.39'32" E 553.54' FOUND (4) S64.21 29 E _ _ 433.13' CHORD FO2.UND I - - N42'17'04"E EASEMENT AND RIGHT-OF-WAY = - '_� - - - i - - - 1.09.97' ,1 AREA INSTRUMENT NO. 84-11202 � & $4-4677 20.064 ACRF_4f \ \ EASEMENT NO. 4 FOR DRAINAGE 30' WIDE INST. N0, 85-5851.7 Ov- N32'05'23"E 1036.04' CHORD / SET 7 ; / `- \ Q 1 10.18' ` N816134' 19-6 895.80' CHORD S61'59'24"E -f N 0. 60 PENNY NAIL FOUND Jr' 474.86CHORD /, Sym. 4f�04 \ R/W MONUMEI N32'05'23"E 1130.57' CHORD- ,/ \ 1/2" REBA FOUND j/-5/8 REBAR \\\\ TRACT #2 a I R-2 & C-2 CV ----moi S86007'07"E -� x z N88.07V"W + 115.3 ACRES 10.00 ,r 10.00 / S N 03'52'53" E 1161.34'- I aNi j 01) 1 EASEMENT NO. 2 to I 1 I FOR SANITARY SEWER 20 WIDE "t, 1 h / N INST. NO. 85-58517h 827813 in JI .� S 30'04'53" w 246.73' W VVVVV � N 44.42'05" w 345.76' N17'40134"E S 37'01'06"W 55.52' �171.71' CHORD R-235' ,-- N5831'27"W N 58831933" w 157.10' y 5.00' s 1 y ' N34'59'08"E 44.72' CHORD TRACT #1 ti R-2 & C-2 '2 'J TO PP •�^ '�'� 46.54 ACRES S41'53'48' w 43.28' CHORD 10 N PIPE FOUND\PP 100 YEAR FLOOD PLAIN LINE N 891505 E 825.00' R �' iOR , 3 EXISTING ZONING C-3 PP � J w / //,,_ S23'05'36"W °$ N 89'18'28" M 219.60' 177.62' CHORD , o N PP S 46'01'00" E R X305' B y 35.00' \ Std Pco O01 /-292.73 11"win Ss z R/V SIGN, 253, 28' OTTER CREEK ROAD N80.5 5/8" REBAR, 239.4 FOUND z� Iala.csts SMI/4, SMI/4. SECTION 4----- FOUND T�- N- R-13- M EXISTING ZONING C-4 R/W R/W R/W MON 1/2' R FOUND M IN 05 18'02" W 56.48' R/W MONUMEI S05'24'01"W 235.35' SO4'36' 183.78', 60 PENNY NAII FOUNDm 11 0. 7-1 �, MA E f 00D o o N� I A Jh At 94• r z Ai' it ml �► QDo WENT OWNER - OTTER CREEK LAND CO. LLC #2 OTTER CREEK CT. LITTLE ROCK, AR. 72,209 VICINITY MAP MNK- - - 0 200 �I I T&&Cl--G 1 Parr of Section 4, '1 -,X -S. R.13 -W, Little Rock, Pulaski Cantly, Arkansas, more particularly described as Commencing at the SE corner of the SW I A SW 114 oh' Section 4; thence N04942'OS"E 391.90' to a point on the Northerly R/W line of U. S. Interstate 30, said point also being on the are of a curve to the left having a radius of 505.0'; thence in a Southwesterly direction along the arc of said curve to the left to a point which is S70°28'30"W 469.07' from the previously described point, thence continue along the Northerly R/W of said Highway S46901'00"E 35.0' to a point on the arc of a curvs to the right having a radius of 550-0'; thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing a diatattee of S79'4l' I T'W 404.83'), said point also being on the North R/W line of Otter Creek Road. thence along the Northerly R/W lite of Otter Creek Road the following courses. N80'50'II"W 292.73'; N8 1055'24"W 77.86'; thence N0'53'19"E 289.40' to the point of curvature of a curve to the right having a radius of 365.0'; thence in a Northeasterly direction along the we of said cave to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N23905'36'E; 275 S8'), thence N45'17'56"E 737.22' to the point of curvature of a curve to the left having a radius of 235'; thence in a Northeasterly direction along the arc of said curve to the left to a point which is N37901'06'E 55.2' from the point of curvature thereof and the Point of Beginning, thence N44942'05"W 345.76'; thence N45017'55"E 43291', thence NO3"52'53'E 161 34'; thence S86007'07"E 10 0'; thence NO3'52' 53"E 350.4' to the polar of curvatura of a curve to the right having a radius of 1195 92', thence in a Nnrthc sterly direction along the arc of said c;rrvc to nie right to the point ortangency theraef (said arra sttpesta Awift a chord 4asiag vin distance a N32"05'23" E 1130-57'), ce thenN59°53'22"E 244 78' insiIia point of curvature of a curve to the right having a radius of 1044.93'; thence in a Northetatady direction along the arc of said curve to the right to a point which is Ni 1"5.5'53"E 553.54' from the point of curvature thereof, thence Nob° 1 Tl YE 443.61' to a point on the North hoe of SEI/4 NWI/4 of Section 4, thence S89912'00"E along the North line of the SE114 NW 1/4 502.16' to the NE corner thereof; thence N01925'56 E along the West line of the NWI/4 NEI/4 of Section 4 80.0' to a point on the Westerly R/W line of U.S. Interstate Highway 430, thence in a Southerly direction along the Westerly R/W line of said Highway the following courses. S26925'00"E 202 90'; S20404'26"E 1425.0'; S6103 1'33"W 11921'; S29'I8'02"W 256.48', SOS924'0I"W 23535', S13050'13"E 59582', SO4036'20"W 183.78'; S23'46'56"W 186.23'; S36957'41"W 197 26'; S44908'53"W 77 75' to a point on the Northerly R/W line of U.S. Highway �10; thence S43945'54"1*k' along the Northerly R/W line of said Highway 794 18`, thence N46'14'06'W 672 57' to the point of curvature of a curve to the left having a radius of 670'; thence in a Northwesterly direction along the arc of said curve to the kit to the point of tangency thereof (said curve segment having a chord hearing and distance of N64`21'09"W 416.70'; thence N82928' 13"W 333 74' to a point on the arc of a curve to the right having a radius of 470', thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of S30"04'53"W 24673'), thence S45017'55"W 42444', thence NSS'41'33"W 157 10' -to -the Point of Beginning, containing 1 15.3 Acres, more or less TRACT is i Part of Section 4, T -1-S, R -13-W, Little Rock, Pulaski County. Arkansas, morn partiuilatly described as. Commencing at the SE corner of the SW 1/4 SW 1/4 of Section 4, thence N04'42'08"Li 381.90' to the Point or Beginning, thence NOV 12'11"L 280.12', thence N89°25'05"E 825.0' to a pant on the Northerly R!W line of U.S. lnterstate Highway 30, thence N43945'54"E along the Northerly lVW line of said Highway 539.58', thence N46914'06"W 67257' to the point of curvature of a curve to the left (said curve having a radius of 670'); thence in a Northwesterly direction along the arc of said curve to the left to the point of tangency thereof (said curve segment having a chord bearing and distuax of N64"21'09'W 416.70'); theme N82928'1 3"W 333 74• to a point on the are of a curve to the right (said curve having a radius of 470'), thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing an distance of 530104'53"W 246 � thence S45917'55'W 424 44'; thence N53031'33"W 157.10' 10 a point on the arc of a curve to the right having a radius of 235.0', thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chard bearing and distance of S37001'06'W 55.52'); thence S45017'5,5"W 737.22' to the point of curvature of a curve to the left having a radius of 365.0% thence in a Southwesterly direction along the arc of said curve to the point of tangency theroof (said curve segment having a chord bearing and distance of S23005'36"W 275,88'); thence SOO"53' 19"W 289 40' to a point on the North "' line of Otter Creek Road, thence along the North R/W line of Otter Crack Road the following courses S81955'24"E 77. S6% S8050' 11 "E 292 73' to the point of curvlure of a curve to the left having a radius of 550.0' (said point also being on the Northerly K/W line of U.S Interstate Highway 30); thence in a Northeasterly direction along the arc 4 said curve to the left to the point of tangency thereof (said curve segment having a lord bearing and distance of N79'41' l7"E 404.83'); thence N46001'00"W 35.0' to the point of curvature of a curve to the right having a radius of 505 0', thence in a Northeasterly direction ahung the are of said curve tot he left tot he Point of Beginning (said curve segment having a chord bearing and distance of N70928'30"E 469 07') containing 46 54 Acres, more or less JUL 8 1596 � t 7 AID (0(00 _ il ZONING MAP OTTER CREEK TOWN CENTER LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS Little Rock. Arkonsas 72221 JULY 6. 1998