The URL can be used to link to this page

Home My WebLink AboutS-1074-A Map 1CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 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 NORTH LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE 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 NORTH LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 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 D.P. PAGE ADDRESS INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE NORTH 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 19 IN PLAT BOOK _ PAGE CHEVAUX COURT (PHASE Legal Description N20'35'14"E 27 59ft 24 8S 78),e CDN15'18"49"E LC 1 12.68ft -- v 612.96' R NORTH LITTLE ROCK PLANNING COMMISSION _GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (112' Steel Rod) 2, ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES, 3. DISTANCES SHOWN ALONG-�U}V>2F-------- CHORDS DISTANCES 4. ERROR OF CLOSURE' 1FT / 1,499,740FT Part of Tract B Gienn Johnson Ranch Subdivision, Pulaski County, Arkansas, located in the SE 1 /4 of Section 14, T-2-N, R-14-W, more particularly described as: Starting at the SW corner of said Tract B; thence S88.13'35'E along the south line of said Tract B, 331.64 ft., thence S88'13'40"E along said south lute 11,26 ft. to the point of beginning; thence N01'46'20"E, 122.50 ft.; thence N88'13'40"W, 54.27 ft.; thence westerly along the arc of a 172.50 ft. radius curve to the right having a chord bearing and distance of N78'19'28"W, 59.34 ft., thence westerly along the orc of a 75.00 'ft, radius curve to the right having a chord bearing and distance of N43'56'57"W, 144.56 ft-; thence westerly along the arc of o 170.00 ft. radius curve to the right having a chord bearing and distance of N0844'12"W, 57.60 ft.; thence N01'00'58"E, 125.02 ft.; thence S88'59'027E, 45.00 ft.; thence S01'00'58"W, 125.02 ft.; thence easterly along the arc of a 125.00 ft. radius curve to the right having a chord bearing and distance of S42'03'44"E, 170.75 ft., thence NO2'37'56"E, 285.34 ft., thence S85"33'30"E 174.42 ft.; thence N04726'30"E, 7.33 ft.; thence S85733'30"E, 120.00 ft.; thence N04'26'30"E, 96.57 ft., thence S8533'30"E, 120.00 ft.; thence N04'26'30"E, 424.46 ft.; thence easterly along the orc of a 726.06 ft. radius curve to the right having a chord bearing and distance of N12'10'07"E, 195.29 ft.; thence westerly along the arc of a 52,50 ft. radius curve to the left having a chord bearing and distance of N22'S4'11"W, 71.34 ft., thence N65'42'13"W, 152,18 ft.: thence westerly along the arc of a 25.00 ft. radius curve to the left having a chord bearing and distance of S66'15'51"W, 37.18 ft ; thence N84'14'53"W, 63.53 ft.; thence N05'45'07"E, 91 25 ft.; thence easterly along the arc of a 612.96 ft. radius curve to the right having a chord bearing and distance of N15'18'49"E, 112.68 ft.; thence N20'35'14"E, 27.59 ft.. to a point on the south right- of-way line of Arkansas State Highway No. 10; ttigpce S65'4''.'13"E, along said south right-of-way fine 85.18 ft.; thence S20'35'14"W, 22.08 ft.; thence westerly along the arc of a 527,96 ft. radius curve to the left having a chord bearing and distance of 515'33'45"W, 92.48 ft., thence easterly along the arc of a 25.00 ft, radius curve to the left having a chord bearing and distance of S27'34'59"£, 30.87 ft.; thence S6542'13"E, 160.74 ft.; thence easterly along the arc of a 97.50 ft. radius curve to the right having a chord bearing and distance of S22'54'05"E, 132.50 ft.; thence westerly along the arc of a 681.06 ft. radius curve to the left having a chord bearing and distance of S12'10'O6"W, 183.18 ft.; thence SO4'26'30"W, 462.52 ft.; thence S8533'30"E, 170.00 ft. to a point on the east right-of-way line of Johnson Ranch Road; thence S0426'30"W along said east right-of-way line 210.63 ft., thence N8533'30"W, 170.00 ft.; thence westerly along the arc of a 172.50 ft. radius curve to the right having a chord bearing and distance of 51400'04"W, 57.29 ft.; thence westerly along the arc of a 75.00 ft, radius curve to the right having a chord bearing and distance of S48'06'25"W, 143.3.2 ft.; thence westerly along the ^h d 03 w d N 'n rn 0 z N84' 14'5,3" W �j 63.53ft 50 Scale 1" = 50 ft 55�5, 5, DETAIL_ — EASEMENT \S20' 35' 14" W 22.08ft CDS 15'33" 45" W LC 92.48€t 527.96' R CDS2734" 59" E LC 30.87ft 25.00 R IS 'Q CDS66' 15" 51"W LC 37.18ft 25.00' R 150 CDN22'54" 11' W LC 71.341" 52.50' R CDN12,10"07"E LC 195.29ft - 726.06' R Ad A%, J' CDS22-54705" E LC 132.50ft 97.50' R COS12'10"06"W LC 183.18ft 681, 06' R arc of a 172,50 ft. radius curve to the right having e or bearing and distance of S82'12'46"W, 57.29 ft., thence 15 S85'33'30"E 120.0oft 16 N88'13'40"W, 10.68 ft.; thence S01'46'20"W, 122-50 ft to a point on the south line Tract B said Glenn Johnson Ranch ^ u� r -a--- Subdivision; f.J_J thence N88'13'40"W along said line of Tract B, e6 1 5 210.00 ft. to the point of beginning, containing 301,799 sq. ft. or Uj I 6.9283 acres more or less. o I f1/ M W O I �� 1 p1 o w i ' U S85'33'30"E 170.00ft a N 120,00' -Z lr'i i Z 120,00' } S85'33'30"E 774.42ft 13 S85'33'30E 12 .00ft '4 I o a I24.42, _ 4t 5 > ^ n 12 120-00' 5,J - - ; o , 1 2 of W J (� S88'59'02"E 08 o o� 1. tri o = L-------�----- 45.00ft `J i 9i 10 1 ------------ 1 rU _ w 117.16' . I 5' �w 120,00, 10'_ W ON L__—L.--------- --J L_. L 1�3 '� J i 1p0 l l cU t n r- w _T J 120.00' 0 11 130 I �) I� o t N 15' t 0'� 22'c� 3'/' z - (�i I6 y 5, � �F, r m Cu ° _ J 1 J o of L� 3 o p! L-- Uo � '^ 10 ru �,t :J 18 cv o _ as X o a w l o i o i w l 120,00' - 120.00' X . Lr i L1 �' 120.32' -� U. 1 0 i io 17 r Q - Q 12,p.00 n � _J o f 14 U O N o f L LI 4 I pi o 17 2 n' 1 1 ^' _ tri o I 120.00' 1 N 119.50' L� N85-33130" W _ 17n ..rCDS4� 44 E...ila.l0 120.00' - CDNO8'44" 12"WLC 57.60ft 70.00' R LC 170.75f� rr ( 125.00' R a 1 J CDSI4'00"04"W j v �o i Ui i C 57.29ft cv I 12 '? 16 0 _' ' 5' 172.50' R Do i _O' R.L, of i° 20' B L. v i /Z ' a1 I Z col 5' ". N LC I44.56ft 75.00' R CDN7619"28'W LC 59.34ft o 172.50' R N N N88' 13' 40"'vV 54.27ft SW Corner of Tract 8 N -Glenn Johnson Ranch Subdivision CO _I S88' 13' 35" E z 342.90ft r'> ----------- 70.00' 70-.00r 25' B.L. BLOCK 1 N N N 25 N 24 N 23 ru 0 N NEIF13'40"W 210.00ft C 0.00` 1 v; J 34 o $'a$"q� N U � � 3 ~ ARKI-P �o N � EASEMENT APPROVED o EASEMENT REDU19 ®ATE � €1 (% 1 S LITTLE ROCK C MUNICIPAL WATER WORKS jRr PLANS APPROVED EASEMENT APPROVED EASEMENT REQUI{ptED%�j �244, DATE 5�1`�( C DS48'b6" 25" W ,_,,.-_._LC 143.32ft- 75.00' R �12"46" W 2LC57.1 T %%� UX172.50' R E VA C 0 � �- N88' 13' 40" W 10.68ft AN ADDITION TO THE CITY OF LITTLE HOCK �� , Sic 0 OFF Little Rock Wastewater Utility PHA r L I O� 221 East Capitol L Little Rock, Arkansas 72202 501/376-2903 NO SEWER SERVICE AVAILABLE 1M401 A1us'a�0C�i1�?�+�"ilfiyC AT THIS TIM) CMl EiCMEER. AN0 PIINNiNG 8 DEYE!' �MENi. sunvEvnc wcTORv siaEEs uttrE 12pCN. atuu+srs 72201 y Da ee: 21@0 %61 F0 iT :eo ge SnV Pam lY-1rINT IVId"N