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HomeMy WebLinkAboutS-0867-CCCCCCCCC-1 MapM:\2017\17-672T - Chanel Valley Phase 33\DWGTINAL PLAT PHASE IRFINAL PLAT PHASE II.DWG, 6/14/2019 2:46:25 PM, jblansett, White-Daters & Associates, Inc. roN N 90'00'00" E 198.84' ro z R 0 o TRACT 'D CD C4 - O � POINT OF BEGINNING O 10' SM. SEWER ESUT. z 8ss 109.59' °2 O7g 180 °. . \ 60 0 60 O N > D� N, �k�.. 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' 50.00' C2 01, 34 L9 to 12' �N w 1 9TG 173.50' a'L' 0 l0 33 ycm, I 434' 161'30'57" ^ 1 M 10'11°419, 3 35 DO 9A 150.00' 4S6Ri, I 00 I 163 to , DO 47 ST25 24° N 24 �co � 93s7 sr8. 164.84' � �p o 35 34 /N a N 90 Z � S 3y 1a, orn 9a ,S0.00' soo / 83s1'48.36. Oa o D, M 90'0'0" O� 'a (� 51 / Z 190. 58.44' 0 5773, /sso :: sEwE�Es 1 g0d0" 35 1SO.p0. 10 SM N O 0 q \ °o, 1°°N�k�' Ins\ e6S4' �5p00' 900 elm •3 37 7.50' r n / 39 $Ewe.50'sw 1°o k� �>8es4, - is 2329 10 9�p0" �/ �^ .10 m .6 Izo �e°5 7.5 s e 113.74, l = �50.00' otO i- 38 k °°o. ons�� 46' /J 00 m g0p0 w 40 03' 31.9i°� a 37 0 / N 38 0/ N 4992, ^ N o 0 36 /� g0° 0 1B3.o2, l 72�30' 4p41 �' 25 g=UNE �O° 9�9, 75p.0D' l °o oa. °o" 13. 15' ESMT. 0° 130.00' CDN73'33 67"W�� 10 g O , ry / • o `�a3o.'= IAL�„7, 9 6' 176-4e,5,.39 0000 /o ° R 110.0 /�T�j N 1y1 \if CDS69'15Q30'W-� N � O" ' L CO �% mod• LC30.16' \ 8•'09'13 W 3�• E .� \\e.7e�• N80,4013"E \ 53.04' p _ 92.96' 44.04' 13.10 �� © 148.57' �s 32.69' 48.92' 8- C3 N 41 12t t9'S�, 25 1s E`� - s_6 t R375.00' 79,1 g' 1 1 „ ® -�' + v lua UNE • `\ , u 193.60' �3, N o CDS03'21 39 W 342.17' ss18s �, �'C 9d ;T 25.oa' 4 tiN 5,00' LC95.55' rtiN 91 �� '' 44 9 ? '3s BLOCK 136 45 4.23'07• I 07 O 9 0 N - •�� �V 4 oO •y1 �. q % � A U 4S, 97. oo. ' 2 0° ��i• IJ flu S 03-57'32" E \ x 5 ® 89' o, Aa 86.52 �,9, �°j 86.52' `°' a° 117 16' '�' Im � 66 97' I MA ON A THIS PLAT LAMARCHE�4 BL VD I v� VALLEY y I 0 --- HLII�G g- - - VICINITY -MAP 1 "=2000' 00 0) N �f- LO O 01 u S 86°06' 18" W 173.04' N 82°09'13" ® /EX CHAINLINK FENCE N 82909'13" W 11 /.16' W 19 �S 86'02'28" W 97.89'i �� 50.00' LJ_�_wATERjU1ft11Y Eq(i. 15.0 THIS PLAT 1 GENERAL NOTES: '. 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - = MAY BE USED FOR DRAINAGE AND/OR UTILITIES AS NOTED. 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FT. SIDEYARD BUILDING SETBACK LINES ARE 8 FT. 9. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. ALL LOTS HAVE AT LEAST A 15 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 11. TRACTS D & E MAY BE USED FOR DRAINAGE, STORM DRAINS AND STORM DRAINAGE OVERFLOW. 12. STORM DRAINAGE DITCHES IN TRACTS SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 13. ALL DRAINAGE EASEMENTS ARE TO REMAIN UNOBSTRUCTED. 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 LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 05119C 0312 G, DATED JULY 6, 2015) LEGAL DESCRIPTION PART OF THE E1/2 OF SECTION 25, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 22. BLOCK 135, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; THENCE N01-01'30"W, A DISTANCE OF 100.02 FEET; THENCE N90-00'00"E, A DISTANCE OF 198.84 FEET; THENCE S45-43'28"E, A DISTANCE OF 1214.68 FEET; THENCE S01'05142"W, A DISTANCE OF 695.84 FEET; THENCE N79'19'11"W, A DISTANCE OF 342.17 FEET; THENCE ALONG THE ARC OF A 375.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S03'21'39"W, 95.55 FEET; THENCE S03'57'32"E, A DISTANCE OF 66.97 FEET; THENCE S86'02'28v, A DISTANCE OF 50.00 FEET; THENCE N82.09'13"W, A DISTANCE OF 117.16 FEET; THENCE S87'06'18"W, A DISTANCE OF 173.04 FEET; THENCE N82'09'13"W, A DISTANCE OF 97.89 FEET; THENCE N65'59'54"W, A DISTANCE OF 244.87 FEET; THENCE N0329'26V, A DISTANCE OF 685.87 FEET; THENCE N01-29'30"W, A DISTANCE OF 496.16 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF FALSTONE DRIVE; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE FOLLOWING THE ARC OF A 275.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N88'44'30"E, 2.24 FEET; THENCE N01'01'30"W, A DISTANCE OF 245.11 FEET TO THE POINT OF BEGINNING. CONTAINING 29.36 ACRES, MORE OR LESS. CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 237.19' 329.04• 45'18'00' 6750'31" 125.19' 183.27' 300.00' 300.00' C2 C3 147.15' 21*04*40" 74.42' 400.00' ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) (D N 164615.80 E 1177467.97 Q N 164715.80 E 1177466.18 Q N 164715.80 E 1177665.02 ® N 163867.81 E 1178534.72 05 N 163172.10 E 1178521.42 © N 163235.51 E 1178185.18 0 N 163140.13 E 1178179.58 ® N 163073.32 E 1178184.20 O9 N 163069.86 E 1178134.32 1® N 163085.86 E 1178018.26 11 N 163077.12 E 1177845.45 ® N 163090.48 E 1177748.48 - N 163190.08 E 1177524.79 1® N 163874.68 E 1177483.03 ® N 164370.68 E 1177470.11 ® N 164370.72 E 1177472.35 - CA W TANK SITE CERTIFICATE OF SURVEYING ACCURACY I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND e"o,,,,,, � ►STE ..E ' ARE CORRECTLY SHOWN HEREON AND THAT ALL Q. `.STATE SURVEYING REQUIREMENTS OF THE LITTLE OF ' = ARKANSAS . ROCK SUBDIVISION RULES AND REGULATIONS =_O:o 0.1 42 HAVE BEEN COMPLIED WITH. =�1 2 IGI ATURE ' '`r'OAvra*c �PSJ DATE OF EXECUTION DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, ARKANSAS 0'- A T E "• CERTIFICATE OF ENGINEERING ACCURACY a AR ANISAS N A �6Eda89STEFE�! I, TIMOTHY E. DATERS, HEREBY CERTIFY s��lFESSIONAL THAT THIS PLAT CORRECTLY REPRESENTS A ENGINEER PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE (jh 0.6033R�� ROCK SUBDIVISION RULES AND REGULA S Yio Qp HAVE BEEN COMPLIED WITH.-'4 1! / DATE OF XECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSA p.. AUTy"''• ~\�W H ITE ,D ATE R��-� & ASSOCIATES, ; 0 5 3 U ; INC. CERTIFICATE OF OWNER #538 ,•'��� �q�Sq S - V. G\C� 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 PotlatchDeltic Real Estate, LLC # 7 Chenal Club Blvd. 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 PLANNIN COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER , FILED FOR RECORD , 20 IN PLAT BOOK PAGE Ulllllllllllll�lllnllllllllllllllll� 2019038265 j3( Wl PRESEWED 0 21-M19N31.35AM RECORDED: 06-21-201909:45:05AM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00 '60 a- Z0 lc\ 03'� Z 6 �f \1„I,II11I1„,,, PLAT OF LOTS 23-39 LOTS 24-45 TRACT D TRACT E BLOCK 135 BLOCK 136 BLOCK 135 BLOCK 136 HENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "FALSTONE COURT" Being Part of Section 25 T-2-N, R-14-W Pulaski County, Arkansas June, 2019 © WHITE-DATERS & ASSOCIATES, INC. C:.`_ ENGINEERING, LAND PL4Pv"JI ,G ,t DEVELOPMENT, SURVEYING 24 RAHLING ?CLE LITTLE ? ARKANSAS 72223