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HomeMy WebLinkAboutS-0285-A(4) Map 7CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF FINAL APPROVAL CERTIFICATE OF OWNER 50 0 50 Scale 1" = 50 ft LOTS 23-30, THE RANCH PART OF THE W1/2 W1/2 OF SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 42, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH LINE OF TRACT L, THE RANCH; THENCE S8727'33"W ALONG SAID NORTH LINE, 524.76 FT.; THENCE N4947'56"W, 157.70 FT. TO THE SOUTHERNMOST CORNER OF LOT 22, THE RANCH; THENCE N51'00'43"E ALONG THE SOUTHEASTERLY LINE OF SAID LOT 22, 125.79 FT. TO THE EASTERNMOST CORNER OF SAID LOT 22, SAID CORNER LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 175.78 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S73.30'53"E, 160.68 FT.; (2) N79'17'17"E, 111.63 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 229.63 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N45'40'38"E, 254.22 FT.; (4) N12'03'59"E, 92.31 FT. AND (5) NORTHERLY ALONG THE ARC OF A 434.26 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N0453'38"E, 107.39 FT. TO THE SOUTHWEST CORNER OF LOT 36, THE RANCH; THENCE N81'50'06"E ALONG THE SOUTH LINE OF SAID LOT 36, 170.70 FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE WEST LINE OF LOT 38, THE RANCH; THENCE S11'58'51"W ALONG SAID WEST LINE AND ALONG THE WEST LINE OF LOT 39, THE RANCH, 147.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 39; THENCE S11'12'28"W ALONG THE WEST LINE OF LOT 40, THE RANCH, 108.00 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S09'16'25'W ALONG THE WEST LINE OF LOTS 41 AND 42, THE RANCH, 288.07 FT. TO THE POINT OF BEGINNING, CONTAINING 3.4991 ACRES MORE OR LESS. LOTS 88-91, THE RANCH PART OF THE W1/2 W1/2 OF SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 95, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S83'45'23"E ALONG THE SOUTH LINE OF SAID LOT 95, 139.95 FT.; THENCE N54734'547E CONTINUING SAID SOUTH LINE, 52.19 FT. TO THE SOUTHEAST CORNER OF SAID LOT 95; THENCE N54'16'41"E ALONG THE SOUTHERLY LINE OF LOTS 94 AND 93, THE RANCH, 187,24' TO THE SOUTHEAST CORNER OF SAID LOT 93; THENCE S81'55'29"E ALONG THE SOUTH LINE OF LOT 92, THE RANCH, 87.13 FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE SOUTHERLY AND WESTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 384.26 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S11'06'05"W, 12,94 FT.; (2) S12'03'59"W, 92.31 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 179.63 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4940'38"W, 198.87 FT.; (4) S79°17'17"W, 111.63 FT. AND (5) NORTHWESTERLY ALONG THE ARC OF A 125.78 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N44'09'26"W, 209.86 FT. TO THE POINT OF BEGINNING, CONTAINING 1.5099 ACRES MORE OR LESS. 00 4k Tot, 21 PLAT BK- G. PG. 105 CENTERUNE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 222.28' 84'27'55" 136.87' 150.78' C2 240.08' 6713'18" "136.01' 204.63' C3 60.13' 08'25'03' 30.12' 409.26' C4 79.02' 3911'02" 40.45' 150.00, 150 ARKANSAS STATE PLANE COORDINATES NORTH ZONE 13 N 173335.92 E 1174470.40 2^ N 173312.66 E 1173946.15 V N 173416.54 E 1173827.49 Q_ N 173495.68 E 1173925.27 Q N 173450.08 E 1174079.34 © N 173470.83 0. E 1174189.03 7� N 173648.46 --- E - 1174370.90 ® N 173738.73 E 11743901.20 9Q N - 173845.72 E - 1174399.36 10 N 173869.96 E 1174568.33 11 N 173726.17 E 1174537.81 1© N E 1174516.82 13 N _173620.23 173649.77 E -. 1173923.85 14 N 173634.56 E 1174062.98 5 N 173664.80 E 1174105.51 i 6 N 173774.12 E 1174257.52 11 N 173761.88 E 1174343.79 18 N 173749.18 E 1174341.30 19 N 173658.91 E 1174322.00 -- 0 N -- - -- 173519.96 E 1174179.73 ©1 N 173499.21 E 1174070.05 CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS AR A: SAS �� REGISTERED j PROFESSIONAL ENGINEER t 0 NiO.5033 '�SyY E.pp,�r I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION 1VC ��. R434.26' CDN04753'38" E \ 92 , / PLAT BK. D, PG. 844 LC 1 PLAT BK. `� E, PC. 280 93 94 ' 5 l 95 \` 1 68'40'35" PLAT BK. E, PG. 280 66 N� <\15 ^j 1pO5p50" S83'45'23"E 1 1 14 �0 CP. PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS f' `v ARKANSAS NO.1281 ' M. J - �vRL LPc3 v 36 FLAT SK. D. PC. 844 N81.�p6 E 170.70' 70r R384.26' ; 3s- CDS11°06'05"W' I LC 12.94' ! O30 0)I I 25.0, 61 S81'55'29"E S5 � lgg37 4 � o '} g65V 'L— -- ' 8 N147:29 os 179'O1'30 N 25t .p, T 25.p. I 8 �- N �?'5, �' r ? M 0 Rg SO 91 ' 0. 1 S629 0� I 'M o N c� N 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 37 FLAT BK. D, PG, 782 38 PLAT BK. H, PC. 93..5 3 o ^Q o � � O an7^ 39 ; ._ PLAT BK. H, PG. 935 D) <V 6`?10 1, jEsmt 0M' m 29 o co 096' W >srsR 0 79 / Z g523'td T O 's M O ^(n �50 r8jss' " 39.95 991N0o 72�?S4� s ' 90 75'39'3(7 ; i /9'.5. O� OS Q R 179.63 �\ CDS45'40'38"W 89 R1 LC198.87' j 88 L4 o F sao n 107'30'25" Wee, �g10'415I 40 PLAT BK. H, PG. 935 41 PLAT BK. H, PG. 935 R 125.78' <--► \ \ �g o , 6169. LIDIJ- 'so CDN44'09'26"W a 2_� o' LC209.86' �' ��- �0' 26 2 / o '' O°� �: QJ 'S' m 11 1,63 , ®0 oh� z2 111 63 R229.63' �o _ PLAT BK. H, PG. 935 ® �`.....101\ Q S79'1__7_1_7_1 CDN45'40'38'E , 00TO'oLC25422' N R175.78 oBBLE563 zq8�" CDS73'30'S3"ECN,; ©b- \ ai>,63' U) LC160.68' 8.73' O \Fs� �Q; 10 \ o SO N79 94.00' ry in � I N 75.28' 8.90 o c0 ti� 050A ocN n sr �169• Lme �a, Noy 1 !O 6'125 ��\ 0) �0. o� p 12T08'1� O 23 co 42 / � E N 3O / 80'11'10" o' 6 rn ' 26 \ sb'\ PLAT BK, H, PC, 935 N 25OD\ o tiQ 24 0) ' _ 6• �0S 1 /1i (n 10.0, __ N 6Z21.45� 25' Esmt. `�S• 1 o> �"SL`�110 �o 063o, 104.00' ?30, 0 153.00' 23.99' 133.00' S87'27'33"W 524.76' TRACT » L" PLAT PK. D, PG, 19 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 WITH THIS PLAT. RANCH PROPERTIES, INC. 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 INSTRUMENT NO BY 89 62166 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 IN PLAT 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/OR 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: EXCEEDS 1:50,000 6. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. 7. ALL. LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP 11 FORIII (FIRMLITTLE COMMUNITY PANEL 50181 0037 F, DATED OCT. 19, 2001) LOTS 23 through 30 LOTS 88 through 91 a AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE W1/2 W1/2, SECTION 13 T-2—N, R-14—W PULASKI COUNTY, ARKANSAS (7� / a� AUGUST, 2007 h • CML ENGINEERING, LAND PLANNING, & DEVELOPNENr, SURVEriNG 24 RWLING CIRCLE LrrrLE ROCK, ARKANSAS 72223 Job No. 07-541P