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HomeMy WebLinkAboutS-0867-JJJJJ MapCERTIFICATE OF SURVEYING ACCURACY CENTERLINE CURVE DATA I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS CURVE LENGTH DELTA TANGENT RADIUS _-__1Z�A PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL Ci 236.42' 9918'17" 150.80, 150.00' � � STA T� MONUMENTS REQUIRED ACTUALLY EXIST AND H ARE CORRECTLY SHOWN HEREON AND THAT ALL C2 93.18' 2T5T09" 47.54' 190.99' - ---- Y • SURVEYING REQUIREMENTS OF THE LITTLE C3 142.44' 8T37'20" 86.81' 98.78' _\ 0 ROCK SUBDIVISION RULES AND REGULATIONS AHTD MARKERR 625 -_ 12 - _ HAVE BEEN COMPLIED WITH. - CITY OF LITTLE ROCK o S82'0 7'20" E SANITARY SEWER PUMP STATION 237, 95 13 S8p 1 g 29" E 14 `1 DATE OF EXECUTION PAUL M. WHITE w TRA CT C 1 1g.54' O a o REGISTERED LAND SURVEYOR s NO. 1281, ARKANSAS S88' 17'05" E 10 cv n �OR'o" t5o.62, � o N M ,ayl 50.0' t)� ;� � 421.78' 0 't N88'29' 13" W °kh I o / 722.07' is co S80' 12 1 z 40.00' W o ehrydti 81.78' 9.69, 135 ,3g 7»E �p 16 �I 0 NO1'30'47' E % 5" a 125 6g, S o0 �IS88°29'13"E 115.38' 2�O SO'- o 180.09, p o C � o 40.00 jjyo — — — — ,d b O F Z v ' 7 I I P , 5 4� CERTIFICATE OF ENGINEERING ACCURACY t0� co w O�i 6 O I I 1 L1 I, TIMOTHY E. DATERS, HEREBY CERTIFY � I c� �O c�j 11 g ryh 1 0 b M Nw THAT THIS PLAT CORRECTLY REPRESENTS A /•-• 20532'S0" ;n y rb, N k6tiIS ,� PLAN MADE BY ME, AND THAT THE 26 �� �� TRACT A 18 Se.� �yh b g ,� Sz 90*58'fo 44.01' e, %7' ° °qs° ENGINEERING REQUIREMENTS OF THE LITTLE o �' 21. cjA. \ ROCK SUBDIVISION RULES AND REGULATIONS 8 A6 28 27 a\ "g A �� �a \ f 72 j 7'10- 20' Esmt. 0 s9 fie° 123 35 HAVE BEEN COMPLIED WITH. TRACT Ao 4�3, ;� 45.26 " ,26 °d /� �S 7$' �� \V9 a 1� �y�w. /�-- s�6.24'04, 0 \s hg \ 9• \0 7 'fin9i.ss• a 5°.00' 11635'45` __ _ _ h00.90• qy� h �/ , 9 n M DATE OF EXECUTION TIMOTHY E. CATERS Southwest corner I �� B > 1� 27'2S" �- 9YO 5 � � k1� � 0 8 72, 64' a; I / �j REGISTERED PROFESSIONAL NW1/4 115'40'25 •� ,11k ? / 183, t h 9/ N 1p SECTION 15 �� so.00' - 6.5 er7.15rI h 1 9 265p5S 13 o ENGINEER NO. 5033, ARKANSAS T-2-N. 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ROBINSON � HIGH SCHOOL `\ AMONT pR1VE VICINITY MAP NTS z r \ 'V68 0 43 08 W 4p LEGAL DESCRIPTION ��` jT� PART OF THE W1/2 OF SECTION 15, T-2-N, R-14-W, LITTLE ROCK, PULASKI l p/ COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N21'16'52"E, 60.00 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHALAMONT DRIVE AND THE POINT OF BEGINNING; THENCE N68'43'O8"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 509.53 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 507,47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N84'13'48"W, 271.42 FT.; THENCE N27'35'35"W, 510.56 FT. TO THE SOUTHWEST CORNER OF THE NW1/4, SAID SECTION 15; THENCE N01'30'47"E ALONG THE WEST LINE OF SAID NW1/4 151.45 FT.; THENCE S88'29'13"E, 40.00 FT.; THENCE N01'30'47"E, 30.00 FT.; THENCE N88'29'13"W, 40.00 FT. TO A POINT ON THE WEST LINE OF SAID NW1/4; THENCE N01'30'47'E ALONG SAID WEST LINE, 45.55 FT.; THENCE S88'17'05"E, 421.78 FT.; THENCE S52'28'50"E, 230.00 FT.; THENCE N07'22'56"E, 221.44 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. 10; THENCE EASTERLY ALONG SAID SOUTH RIGHT - OF -'NAY LINE THE FOLLOWING: (1) S82'07'20"E, 237.95 FT.; (2) S80'16'29"E, 118.54 FT.; (3) S09'47'43"W, 50.00 FT. AND (4) S80'12'17'E, 135.38 FT.; THENCE S10'54'28"W, 413.41 FT.; THENCE S78 77'00"E 227 40 FT' THENCE S79'08'59"E 192 56 FT THENCE mr06-05' N o >6 00 1° ^N \ 1 41 edlo w i a'� ^ N cO �6'00' 1s,y o o u 13a; 9d 1° ss to ?' �C *'6 00, 25' I 25' 123.89, �• o ad181y I 86 00 o N �68 43,0 ` 0 93 08, 8 W N7 =N �� 25 6 1 7 "W 62.92' 2� 23 \ R38.00 CDS84'20'17'W R725'W �� LC25.21' CDN65°58'25' W / TRACT M LC 108.80' BLOCK 48 �� CHENAL VALLEY PLAT BK. E, PG. 998 > �` OF NORTHFIELD, DRIVE; FT'HEN E WESTERLY ALONG TO A POINT ON THE OSA D RIGHT-OF-WAY MEN L ARKANSAS LINEITNE. FOLLOWING: (1) N68'43'08"W, 82.86 FT.; (2) NORTHWESTERLY 11" ALONG THE ARC OF A 38.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD �r'a BEAT ING AND DISTANCE OF N42°48'38"W, 33.21 FT.; (3) NORTHWESTERLY PLANS APPROVED ALONG THE ARC OF A 72.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND .DISTANCE OF N6558'25"W, 108.80 FT.; (4) EASEMENTAPPROVEDL_ SOUTHWESTERLY ALONG THE ARC OF A 38.00 FT. RADIUS CURVE TO THE EASEMENTREOU RED RIGHT, A CHORD BEARING AND DISTANCE OF S84'20'17"W, 25.21 FT.; (5) N76'17'41"W, 62.92 FT. AND (6) N68'43'08"W, 93.08 FT. TO DATE /� THE POINT OF BEGINNING, CONTAINING 20.6800 ACRES MORE OR LESS. — BY — -\\ ° F ti tit PAGIS Marker # 2073-0178 �,RACT B h 00 11 21 R38.00' 82.86, 8 w CDN42' 48' 38' W 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. DELTIC TIMBER CORPORATION # 7 Chenal Club Bl,d. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF FINAL APPROVAL 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 INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 7. TRACTS A, B AND C MAY BE USED AS EASEMENT FOR DRAINAGE, LANDSCAPE AND/OR UTILITIES. 8. ALL LOTS HAVE AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 9. ALL LOTS HAVE A 25,00 FT. FRONT BUILDING SET -BACK LINE. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. LOTS TRACTS A PLAT OF 1-41, y B CX, C BL 0 CK 55 BLOCK 55 XCHME"M VAv1,VLN_1mN1mTk117j To be known as "BRONT 0URV , c. �Gl BEING PART OF THE W112 OF SECTION 15 LC33.21' Llt ROC* alvasbMMrM' T-2—N, R-14—W 1�,21 ast Capitol 6)4 ock,Arlrpll� PULASKI COUNTY, ARKANSAS � °11� jL) IA �n10 sEWER3 JUNE, 2004 A / T_THJ,$ TIME Br ©-t�r�i% i✓ © 0A71"milW & 14113,900fAT9,99 IH 0. add: [a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 JOB # 04-440P