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HomeMy WebLinkAboutS-0980-A Map 5N 29'50'25" E 100 YEAR 100 YEAR FLOOD PLAIN 418 FLOOD PLAIN 418 (033 4 S 87 24 156.44' r r W w 14 - -_- .-- ` - 100 YEAR L \ FLOOD PLAIN 415 I v I \ I \ I \ � I S \\ \ v I \ \ ig8 \ gs I \ NE CORNER, SECTION 5 f T-1-N, R-13-W N U) 00 CV 0 O \ (n I I \ i \� OB I \ O 60 i � I m I _ 100 YEAR FLOOD PLAIN 408 I W I D l � I � I N I L,n 0 I o I Z I • I - I I � - 15' UTILITY EASEMENT I I I I I I I I I •'\ I 39" RAW WATER LINE S 01'31'16;E 1174, T . . LITTLE ROCK MUNICIPAL WATER WORKS 50' R/W- 001 �... CN - -- ( .. � -- UTILITY EASEMENT 101 Scale 1" = 60 ft STATE PLANE COORDINATES N 4 1, 154130 7754 1188727.7759 P. 153495,575/ 1188_7.16.4707 153497.5137 �1488701,9394 4, 153503.4416 1168491,7245 5 153501.9025 1188347.9527 6. 153466.6296 1188256,1885 7, 153370.6527 1188061.6118 00 N 8, 153344.5319 1188013.4036 9. 153331.6771 1187941.534E 0 10, 153355,7159 1187894.4452 .- I1. 153416,7228 1187807.4452 o 12. 153552.4213 1187884.9190 V) 13. 154479.3230 1187899,0889 14. 154465.9436 118195.2468 It'i OLID iv%Av-s<0A ,.. O ('4) N 88'21'48" W 208.30; N 8224r1Err W i..... © S 89 23 12 W 145.78 til V� Z�696 S 68*58'26" W 98.31' 612.96' Radius 615.96' Radius 3' ROW Dedication CD 1478.38' Radius N 55 04r 28„ W 106.56 ,�� uT1 l psEME, \ �7 MP��NP \ 1474.38' Radius r i : lUL N 62057'21" W 52.87' 7 S 79'51'33" W 73.01 S 61'32'59" W r � 54.83' ARKANSAS LOUISIANA GGAS-C3 EASEMENT APPROVED 6 " wrt, ` AEME T R OUIREDDATE ��� g 1��.t0 �l1StM'f kntj T'p2 e�F1/1[tn..5(, (,I 09a1P" Easement Date 7-a Sy 14. 66' a LITTLE ROCK MUNICIPAL WATER WORKS PLANS APPROVLri� EASEMENT APF OWD _--,T- EASEMENT REQYIREO 1 DATE C' ' (J7 l 1 CERTIFICATE OF SURVEYING ACCURACYf I, ROBERT CA -OW , HEREBY CERTIFY THAT THIS P1. AT CO ECTIY REPRFSFNTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL 5U. LNG REQUIREMENTS OF THE CITY OF SHFRWOOD VBDIViSION RULES AND REGULATIONS N COMPLIED WITH. DATE Or EXLCI '-l( I OWE AND SURVEYOR , ,rn 4NSAS McGL I1ICK LNGINEERING CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OFTHE REAL FSTATF, SHOWN AND DESCRIBED HFRF-IN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SU'BDIVOI F)AND DO HEREBY L.AY. OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION C R. - PAGE ADDRESS INSTRUMENT NO, .-_ 93--08686 CERTIFICATE OF FINAL .APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE CITY OF SHER'WOOD SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE CITY OF COMPLETED, THIS DOCUMENT IS HEREBY RWOOD DIb1SION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID. _ ��- RULES AND REGULATIONS. LZ S- DATE OF EXECUTION TIMOTHY E. DATERS ----------------------------.----- RFGISTERFD PROFESSIONAL DATE OF EXECUTION CITY OF SHERWOOD PL.ANNtNI; ENGINEER NO. 5033, ARKANSAS COMMISSION WHITE-DATERS.-& ASSOC. CERTIFICATE OF RECORDING i of ,;_UOCDMIEN1, NUMBER ...- ,FILED FOR {k� �ttR[T-' , 19 , IN PLAT BOOK__, 180 GENERAL NOTES: 1, IRON PINS WERE SET AT ALL LOT CORNERS (1/2' Steel Rod) 2, ALL EASEMENTS SHOWN - - - - - _- - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORDS DISTANCES. 4. ERROR OF CLOSUREI 1FT / 58,823FT Lf AL DESCRIPTION PART OF THE 1 /2 nF NORTHFAST 1 /4 OF SFCTION 5 T--1._N u.. - :NKP0W�ArS SUNG-900F PARTK:L1L.A♦-L DE.SC146ED AS F(kLUWS:- �.I++.. 'HE. NORTHEAST CORNER OF SAID SECTION 5; THENCE SOUTH 01'10'28" WES ALONG THE EAST LINE OF SAID SECTION 5 A DISTANCE OF 752.96 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'1628" WEST ALONG SAID EAST LINE 634.25 FEET TO THE NORTH RIGHT-OF-WAY OF WEST MARKHAM STREET; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES AND DISTANCES: 1) NORTH 82-24'12" WEST 14.66 FEET; 2) NORTH 88.21'48" WEST 20&30 FEET; 3 SOUTH 89-23'12" WEST 145.78 FEET; 4) SOUTH 68'58'26' WEST 98.31 FEET; 5 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 612.96 FEET, AN ARC DISTANCE OF 218.11 FEET AND A CHORD WHICH BEARS SOUTH 63'44'41" WEST 216.96 FEET; 6) SOUTH 61'32'59" WEST 54.83 FEET; 7)SOUTH 7951'33` WEST 73.01 FEET TO THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY THE FOLLOWING (2) COURSES AND DISTANCES: 1) NORTH 62'57'21" WEST 52.87 FEET; 2) ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1474.38 FEET, AN ARC DISTANCE OF 106.58 FEET AND A CHORD WHICH BEARS NORTH 55'04'28" WEST 106.56 FEET; THENCE NORTH 29'50'25" EAST 156.44 FEET; THENCE NORTH 0052'33" EAST 927.01 FEET; THENCE SOUTH 87'24'48" EAST 296.46 FEET; THENCE SOUTH 5T48'45' EAST 631.24 FEET TO THE POINT OF BEGINNING CONTAINING 17.62 ACRES MORE OR LESS. 22 Eas Rocjt' Waste 5p the Ro paAit i ew�r U F Np E3j6_2903 Arkansas 72202 /�� (J AT Tgls "S RVICE AV 1 E AIL o1�-I� Dare SJ /v,_ ABLE SttYEIW ( ' !"�I. •1 �l 1I1.. 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