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HomeMy WebLinkAboutZ-4092-C Map 3V W CORNER PLOT H' 160.15' N 60.0' 60.0' 91 /0 9 - XG. BULDNG LIN J 7 N 88Q 35 60AL EASEMEVT 0 E 732.47' 9 60.0 60.0' s 60.0 o, ' qri 0 4 0 3 0 5 - BUILDING LINT M� . m 1� G. CEDAR BRANCH D, '(E. CORNFR PLOT 'H' D.- - o� l y3 yA `•D `" Q 20 E n a 60.0' 0 60.0 60.0' 70.64' I So (V 99 Itp EAS£MENi \� = O \. 955 120.18' \ 1 g / �tS. r �- 2 �! O 4e ,./ 1� �, BUI ING LINE 2 . W o p, �� b w Y) 6 �• g. � z O s \ \ O -T O b '� °0 0 / 10 O 9 630.. D, >''J / Lim 1819 0 20 - 2l 0 22= I I o 3 In 14 50 ��,• \ \ O •ryp o I 1.. 12 \61ao• 2 _,-A - 600hn 0EAS90EMENT o °9 99' v1_ O cr01 O 0 BOLDING LINE 70,40 60 60.0 } 6G 0' 60_0 6 aso• E/LccMcN715 QC1C;I 23 LO Q O O to --- P" / i \368'A� .. / 5' 2 I7_26 { 99,7 6.o 0 0 j Q 75 616 25 AU/ .5A -°i BUILDING LINE 0Q // O O EASEMENT , ego13• I _ _ - -�, . °lam -6�, E� EN \ J l0I 2`i CD 97.43' q6 142.71 93' 42.00 - Tr 10 0 9 93 58,35' 60.57•" o 1%a., oi�� - p=set20• -56.15` N 589'34 20 W 344.64 N 83° 40' 40 W /74.62 26 N 86023'20"W-9743' �-69120 - - -_ RIDGE /41%40 - - - - - k_ 9izo' OI 74 91' I5' PLE&ANT -1! l_ W_ �J ^'=69/pp• 4O" m I 3/.42• W - -I 9 N 80° 26' 55.• W SW CORNER PLOT H o THIS SITE -..---------------- It= - ---- _ '1�� \ Y .O!O M I � / ,. p { Y • � III VICINITY MAP CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. If / Bate of Execution Jpe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate 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. Bate of Execution /373-V4'�1 700 �'R05F C%6LG D.R. Page L/7 Z_-- A�, 17RK 7aJ17 Address Instrument No. CERTIFICATE OF FINAL APPROVAL -- - - -- _ IS_._TrffuMy E. plat correctly represents a plan made by me, Pursuant to the Little Rock Subdivision Rules and that the engineering requirements of the and Regulations, and all of the conditions of Little Rock Subdivision Rules and Regulations approval having been completed, this docu- have been complied with. ment is hereby accepted. This certificate is hereby executed under, the authority of said � Rules and Regulations. / _-V �• lakT. Bate of Execution Timothy E. Daters Dale of Execution Little Rock Planning Registered Professional Commission Engineer No. 5033, Arkansas CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book_ Page CENTERLINE CURVE DATA I 4vE No :1I`►N.1NSAS ,. GLSTER�''.,� T LEGAL DESCRIPTION REG l9�'FRFD ��� RKANSF'.,y 's O 3. 46" 34.x'3 ,I, ' 111. , VESS10NAL � ��� ��� ��- GEN_ERAL NOTES se'. _ O: ENGINEER �i - � - _ - _ 9'.:5; aG" 7.8 r B.Bq' �� • At Part of Plot "H", Woodland Heights, a subdivision of the NE 1/4, SW 1/4, © o'L N0.5033 �i 6!• 37 qb 35.38' 68.96' �/. �� 11 and NW 1/4, Section 21, T -2-N, R -13-W, Pulaski County, Arkansas, more 4 /3°30' B. 84.76 /Y P o '; O J I, ALL EASEMENTS SHOWN= -=-ARE TO BE USED FOR particularly described as: Beginning at the Northeast corner of said O 168,75' = E O fp ti� ......... UTILITIES AND/OR DRAINAGE UNLESS OTHERWISE INDICATED Plot "H", said corner being located on the West right-of-way line of 13°32' 8° 8497' 16917 ,LIILAN 0,,. 2, IRON PINS ARE SET AT ALL LOT CORNERS Fairview Road; thence S 1°14'40" E along the East line of said Plot "H" N © 35050' 80 231.56' 447.92' 411.81 ft. to a point; thence Northwesterly along the arc of a 691.20 ft. 3, LOTS WITH ROUNDED CORNERS ARE MEASURED radius curve to the right, having a chord bearing and distance of TO POINT OF INTERSECTION OF LOT LINES. N 80°26'55" W, 84.90 ft.' to a point; thence N 76°55'40" W, 31.42 ft. to 4. ALL DISTANCES SHOWN ALONG CURVES ARE a point; thence Northwesterly along the arc of a 741.20 ft. radius curve CHORDS. to the left, having a chord bearing and distance of N 83°40'40" W, 174.62 ft. to a point; thence S 89°34'20" W, 344.64 ft. to a point; thence FINAL PLA T 5. ERROR OF CLOSURE 0.53/5000 Northwesterly along the arc of a' 691 .20 ft. radius curve to the right, having tilvai V,"' a chord bearing and distance of N 86°23'20" W, 97.43 ft. to a point on the R G. ALL RADII AT INTERSECTIONS OF STREET RIGHTS - West line of said Plot "H", 78.87 ft., N 1050'50" W of the Southwest corner thereof; thence N 150'50" W along said West line, 350.0 ft. to OF - WAY ARE 25. the Northwest corner thereof; thence N 88°35'06" E along the North line of said Plot "H", 732.41 ft. to the point of beginning, containing 6.1952 so o 100 150 X00 Acres more or less. CEDAR BRANCH SUBM115/ON GRAPHIC SCALE IN FEET PART OF PLOT it Hit, WOODLAND HEIGHTS, A SUBDIVISION OF THE NE 1/4, SW 1/4, AND NW 1/4, SECTION 21 T 2 N , R 13- W , PU LASKI COUNTY, ARKANSAS © WHITE-OATERS 6 ASSOCIATES. INC CIVIL ENGINEERING LAND PLANNING 6 DEVELOPMENT. SURVE`/iNG 401 Victory Street Little Rock. Arkansas 72201 SCALE ! - 50 SEPTEMBER 14, 1988 b Ed QI Q) I �� O1 J 7 N 88Q 35 60AL EASEMEVT 0 E 732.47' 9 60.0 60.0' s 60.0 o, ' qri 0 4 0 3 0 5 - BUILDING LINT M� . m 1� G. CEDAR BRANCH D, '(E. CORNFR PLOT 'H' D.- - o� l y3 yA `•D `" Q 20 E n a 60.0' 0 60.0 60.0' 70.64' I So (V 99 Itp EAS£MENi \� = O \. 955 120.18' \ 1 g / �tS. r �- 2 �! O 4e ,./ 1� �, BUI ING LINE 2 . W o p, �� b w Y) 6 �• g. � z O s \ \ O -T O b '� °0 0 / 10 O 9 630.. D, >''J / Lim 1819 0 20 - 2l 0 22= I I o 3 In 14 50 ��,• \ \ O •ryp o I 1.. 12 \61ao• 2 _,-A - 600hn 0EAS90EMENT o °9 99' v1_ O cr01 O 0 BOLDING LINE 70,40 60 60.0 } 6G 0' 60_0 6 aso• E/LccMcN715 QC1C;I 23 LO Q O O to --- P" / i \368'A� .. / 5' 2 I7_26 { 99,7 6.o 0 0 j Q 75 616 25 AU/ .5A -°i BUILDING LINE 0Q // O O EASEMENT , ego13• I _ _ - -�, . °lam -6�, E� EN \ J l0I 2`i CD 97.43' q6 142.71 93' 42.00 - Tr 10 0 9 93 58,35' 60.57•" o 1%a., oi�� - p=set20• -56.15` N 589'34 20 W 344.64 N 83° 40' 40 W /74.62 26 N 86023'20"W-9743' �-69120 - - -_ RIDGE /41%40 - - - - - k_ 9izo' OI 74 91' I5' PLE&ANT -1! l_ W_ �J ^'=69/pp• 4O" m I 3/.42• W - -I 9 N 80° 26' 55.• W SW CORNER PLOT H o THIS SITE -..---------------- It= - ---- _ '1�� \ Y .O!O M I � / ,. p { Y • � III VICINITY MAP CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. If / Bate of Execution Jpe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate 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. Bate of Execution /373-V4'�1 700 �'R05F C%6LG D.R. Page L/7 Z_-- A�, 17RK 7aJ17 Address Instrument No. CERTIFICATE OF FINAL APPROVAL -- - - -- _ IS_._TrffuMy E. plat correctly represents a plan made by me, Pursuant to the Little Rock Subdivision Rules and that the engineering requirements of the and Regulations, and all of the conditions of Little Rock Subdivision Rules and Regulations approval having been completed, this docu- have been complied with. ment is hereby accepted. This certificate is hereby executed under, the authority of said � Rules and Regulations. / _-V �• lakT. Bate of Execution Timothy E. Daters Dale of Execution Little Rock Planning Registered Professional Commission Engineer No. 5033, Arkansas CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book_ Page CENTERLINE CURVE DATA I 4vE No :1I`►N.1NSAS ,. GLSTER�''.,� T LEGAL DESCRIPTION REG l9�'FRFD ��� RKANSF'.,y 's O 3. 46" 34.x'3 ,I, ' 111. , VESS10NAL � ��� ��� ��- GEN_ERAL NOTES se'. _ O: ENGINEER �i - � - _ - _ 9'.:5; aG" 7.8 r B.Bq' �� • At Part of Plot "H", Woodland Heights, a subdivision of the NE 1/4, SW 1/4, © o'L N0.5033 �i 6!• 37 qb 35.38' 68.96' �/. �� 11 and NW 1/4, Section 21, T -2-N, R -13-W, Pulaski County, Arkansas, more 4 /3°30' B. 84.76 /Y P o '; O J I, ALL EASEMENTS SHOWN= -=-ARE TO BE USED FOR particularly described as: Beginning at the Northeast corner of said O 168,75' = E O fp ti� ......... UTILITIES AND/OR DRAINAGE UNLESS OTHERWISE INDICATED Plot "H", said corner being located on the West right-of-way line of 13°32' 8° 8497' 16917 ,LIILAN 0,,. 2, IRON PINS ARE SET AT ALL LOT CORNERS Fairview Road; thence S 1°14'40" E along the East line of said Plot "H" N © 35050' 80 231.56' 447.92' 411.81 ft. to a point; thence Northwesterly along the arc of a 691.20 ft. 3, LOTS WITH ROUNDED CORNERS ARE MEASURED radius curve to the right, having a chord bearing and distance of TO POINT OF INTERSECTION OF LOT LINES. N 80°26'55" W, 84.90 ft.' to a point; thence N 76°55'40" W, 31.42 ft. to 4. ALL DISTANCES SHOWN ALONG CURVES ARE a point; thence Northwesterly along the arc of a 741.20 ft. radius curve CHORDS. to the left, having a chord bearing and distance of N 83°40'40" W, 174.62 ft. to a point; thence S 89°34'20" W, 344.64 ft. to a point; thence FINAL PLA T 5. ERROR OF CLOSURE 0.53/5000 Northwesterly along the arc of a' 691 .20 ft. radius curve to the right, having tilvai V,"' a chord bearing and distance of N 86°23'20" W, 97.43 ft. to a point on the R G. ALL RADII AT INTERSECTIONS OF STREET RIGHTS - West line of said Plot "H", 78.87 ft., N 1050'50" W of the Southwest corner thereof; thence N 150'50" W along said West line, 350.0 ft. to OF - WAY ARE 25. the Northwest corner thereof; thence N 88°35'06" E along the North line of said Plot "H", 732.41 ft. to the point of beginning, containing 6.1952 so o 100 150 X00 Acres more or less. CEDAR BRANCH SUBM115/ON GRAPHIC SCALE IN FEET PART OF PLOT it Hit, WOODLAND HEIGHTS, A SUBDIVISION OF THE NE 1/4, SW 1/4, AND NW 1/4, SECTION 21 T 2 N , R 13- W , PU LASKI COUNTY, ARKANSAS © WHITE-OATERS 6 ASSOCIATES. INC CIVIL ENGINEERING LAND PLANNING 6 DEVELOPMENT. SURVE`/iNG 401 Victory Street Little Rock. Arkansas 72201 SCALE ! - 50 SEPTEMBER 14, 1988