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HomeMy WebLinkAboutS-1440-B Map 50 U ARlrA1,T 'AS STATE T{ a. �' 0 o_ ')C 10 0 THIS PLAT a o � a ra- Ne m NipSON TAYLOR Lao,, rc 0 z -.I VICINITY MAP NTS ARKANSAS STATE PLANE COORDINATES NORTH ZONE MONUMENT Q N 169960.19 E 1176780.67 set 1/2" iron pin w/cap # 1281 ® N 169959.05 E 1176541.26 set 1/2" iron pin w/cap If 1281 ® N 170192.25 E 1176547.72 set 1/2" iron pin w/cap # 1281 N 170192.00 E 1176556.72 set 1/7' iron pin w/cap # 1281 � N 170289.96 E 1176559.43 set 1/2" iron in w/cap 1281 �1j N 176290.03 E 1176550.43 fnd. cotton -spindle N 170389.91 E 1176554.25 fnd. 1/2 pipe N 170494.44 E 1176556.11 fnd. 1-1/2" pipe N 170619_98 E 1176559.53 set 1/2" iron pin w/cap # 1281 _ [� N 170619.48 E 1176649.00 fnd. iron pin j ar N 170748.77 E 1176651.67 fnd. 1/2" pipe D_N 170747.87 E 1176802.16 set 1/2" iron pin w/cap # 1281 (L N 170937.76 E 1176807.34 found 1/2" iron pin w/cap DCI [4�N�170768.36 E 1176888.18 found 1/2" iron pin w/cap DCI N 170632. 22 E 1177004.26 found 1/2" iron pin w/cap DCI _ (� N 170545.95 E 1177152.33 found 1/2" iron pin w/cap DCI N_ 170516.57 E 1177267.64 found 1/2' iron pin w/cap DCI I� N 169957.89 E 1177246.95 set 1 iron pin w cap # 1281 LEGAL DESCRIPTION PART OF THE NW1/4 NE1/4, SECTION 24 TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF THE E1/2 NW1/4 NE1/4, SAID SECTION 24; THENCE S89'43'38"W ALONG THE SOUTH LINE OF THE W1/2 NW1/4 NE1/4, SAID SECTION 24, 239.42 FT.; THENCE N01'35'18"E, 233.29 FT.; THENCE S8824'42"E, 9.00 FT.; THENCE N01'35'18"E, 98.00 FT.; THENCE N89'32'40"W, 9.00 FT.; THENCE NO2'11'16"E, 99.95 FT.; THENCE N01'01'110E, 104.55 FT.; THENCE N01'33'46"E, 125.58 FT.; THENCE S89'40'39"E, 89.46 FT.; THENCE N01'11'047E, 129.32 FT.; THENCE S89'39'29"E, 150.50 FT.; THENCE N01'33'45'E, 189.96 FT. TO A POINT ON THE CENTERLINE OF SNYDER CREEK; THENCE SOUTHEASTERLY ALONG THE CENTERLINE OF SNYDER CREEK THE FOLLOWING BEARING AND DISTANCES: S25'30'36"E, 187.71 FT.; S40'27'17"E, 178.90 FT.; S59'46'15"E, 171.37 FT. AND S75'42'18"E, 119.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF BELLA ROSA DRIVE; THENCE S02'07'17"W ALONG SAID WEST RIGHT-OF-WAY LINE 559.06 FT. TO A POINT ON THE SOUTH LINE OF SAID E1/2 NW7/4 NE1/4; THENCE N89'43'02"W ALONG SAID SOUTH LINE 466.28 FT. TO THE POINT OF BEGINNING, CONTAINING 11.5045 ACRES MORE OR LESS. CURVE -Ct -C2 C3_ _ C4 N89'32'40" W 9.0 w ao 0 0 M 0) z S88'24'42" E 9.00, in CENTERUNE CURVE DATA LENGTH DELTA TANGENT 15.48' 88'1314 72.71 _,. 75.00' lJ1 64414T12'lf 34.34'--75.00' w l (S: 50 0 50 55.73' 4734'34 _ - 29.22' ..--- - 75.00' ---- 2 _ CP� O o 00 Scale 1" = 50 ft z S89'39'29" E �• ® 150.50' sa --135.00'- -T -Qo° 5.50'-79.07'kp b J� 9 J w w LL �5' Esmt o cv .- � rn yFle z " 10 I i� 97 \ 5' Fence Esmt.WlN. FINISH FLOOR I I^ MIN. FINISH FLOOR 10' DRIVE ESMT ELEV. 280.0 5' Esmt---J ELEV. 282.0 W \ \ 'yJ• S� S89'40'39"E I I I \ \\ 89.46' 89. 4 6'oil 150.01 ° \ 177.92' os \ 8 )) M1 8 '5 h° 900, ACCESS & UTILITY ESMT. S89'39'29"E N 4 10347-5SEE NOTE / 6 143.87' o � v f _in N Q 99.17' N-44.70' s$ IMIN. FINISH FLOOR ELEV. 278.0 C3 �S2 \ 37 I 5 Fence Esmt s. F // �^--7.5' Esmt (t3553'25' ,� 179'27'25 I 06 165.10' i 9000• I10' Wky Esmt. v? \ �I 17 \ r O 01 I MIN. FINISH FLOOR I ELEV. 280.0 I \\w y O _ 7.5' Esmt 16-�1 ati toL6 m 159'I 2.45'I _ I 1 I 150.00' I I $' 196°° 0 16r1oo5 1s ismt� - 9P� N �b" I gad' I 155.00' -- -' r ` a Z O'os 163.22" o 25' Utility Esmt. 0 10' Utility Esmt. CD I =� I 18C� I to to I I 15�I i^ N o m I 06 "I � I 150.00' N I ' 4 19° 155.00' ^ M I I 22.50' 122.50, I Sol cli 9a� N `li 154.06' I �47• I 7.5' Esmt-DO I I 10' lAility Esmt.� I on I N I I Im 00 i 19 I IM 134'04' 25 Utility Esmt. I 14 I II ,--7.5• Esmt ?)0'00, 25' Bldg. Line 191TI311T ci 95.86' 155,08'- - N 97'24'40' ACCESS & UTILITY ESMT. N89'43'02'W N 41 64' -5' Fence Esmt. •p\ SEE NOTE j 6 225.28' 5879 .29' W 1TT 69 �' \?y N 13.00 _ 112.00' _ oo - - 112.00' - - - 112.00' �- � ryh - I I- 25' Bldg. Line r4p I-�--5' Esmt. 5 ICI 4 3 2 �Idi 15' E" a n 25' Drainage, UtBity & Fence Esmt I� ^� 5' Fence Esml. N 229.70' 9` --102.281- 112.00'- - - ed --112.00' - - - S89'43'38" W (D N8943'02" W 239.42' E1%2 NWI/4thwest 4NNEi/4 466.28' SECTION 24 LC,lSTBn S1'fi !'I! Ur '• ARK,�e,SAs 5, NO. 1181 SIGNATURE 4�a�r ARKANSAS !� REGISTERED PhOFESSIONAL ENGINEER a � -A _ I No Vehicular Access, ty & wall EsmL I I CERTIFICATE OF SURVEYING ACCURACY 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 r MVL M. Mli IL REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 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 �D f O rn ) u7 � � Ii� o 0 0 v1 SAS til t I:- PLANSAPPRUVF.U_ �X1/� O - 0/'/ x 1 EASEMENTAPPROVE 'tz� I EASEMENT REQ �I DATE4 IZq1BY I� I I^ I 10' No Vehicular Access, wily & Wall Esrnt S88'4T44'W PAGIS Marker 0 48.iV ! 2090 AZM MR CERTIFICATE OF OWNER 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. DATE OF EXECUTION CARD Investments, LLC 11,101 Rodney Parham Rd. Little Rock, AR 72212 D.R. PAGE INSTRUMENT NO. - _CERTIFICATE OF FINAL APPROVA 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 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. RADII AT INTERSECTIONS ARE 25.00 FT. 7. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED IN THE BILL OF ASSURANCE. 8. TRACT A TO BE DEDICATED TO THE CITY OF LITTLE ROCK, ARKANSAS AS FLOODWAY. PLAT OF LOTS 1-19 &° TRACT A LLA ROSA ES TA TES 4N ADDITION TO THE CITY IF LITTLE ROCK, ARKANSAS APRIL, 2005 PART OF THE NE1/4 OF SECTION 24 T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS © VV1LLl(l[R-DA fII6tNS & AV►1OCflL51 l(1CnlYy HIV. �i CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHUNG CIRCLE UTTLE ROCK, ARKANSAS 72223 Job No. 05-098P