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Home My WebLink AboutS-1413-H MapVICINITY MAP (1 3000') MAP COORDINATES (FT) 1.46 MNORTHINGEEASTING 6.90 6.71 4 13964. 8.01 5 139823.25 1189384.34 6 140183.37 1189440.94 7 140300.59 1189496.73 8 140278.34 1190100.78 9 140262.81r190824.14 .05 10 140481.18 11 139868.525.03 12 139784.647.00 13 139626.222.29 14 139492.49 1191353.53 15 139416.62 1191308.02 16 139597.95 1190603.73 17 139471.94 1190490.89 18 139439.09 1190490.40 19 139400.24 1190444.68 20 139411.64 1190434.47 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. / Lk ^""' (v-Za-Zj VILLAGE AT BC.t'LLC-A DATE OF EXEC P.O. BOX 3546 LITTLE ROCK, AR 72203 INSTRUMENT NO. 2020-081293 CERTIFICATE OF FINAL PLAT 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. 11 a • wr. DATE OF EXECUTION CERTIFICATE OF ENGINEERING ACCURACY 1, JOE D. WHITE, JR.. 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. ENGINEER NO. 7094, _=a-IZ3 DATE OF EXECUTION CERTIFICATE OF SURVEYING ACCURACY I, BENSON J. LEBOEUF, 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 REGU PLIED MATH. v G-Zo-23 BENSON JO N OEUF DATE OF EXECUTION REGISTERED L SURVEYOR No. goo, ARKA SAS N25'27'11 "E-129.82' f1,0o / H / W / o T9C r �916ti r r 6�0 r 1 1! 1 N 6 ! , `-------- - - - - - M / 4W / C, / oTNEx: RICILMSON IM%-ES13IE\'T % N.IGEMENT LLC / (INST.# 2012058675) cj �A 40 / / OWNER- JOHN C. CIIILDS 8� (MST.# 93-17697) S8T53'28"E-604.46' S87'45'57"E-398.57' 582.37' FND s/6' R®nR LOT 1 �l COLONEL GLN# TECH CENTER EN / o o wl O THE \'ILI..IGE OF BRODIE CREEK / / � M N o! O (INSrRUMEN\O.R2023009719) / / Oii l COLBY LITTLE ROCK LLC CHORD=NOS'55'57"E-364.54' s�09 r l RADIUS=642.54'co ARC LENGTH=369.61' ZIP CHORD=S55'32.31 "W-55.69' 1 RADIUS=60.00' I LOT 7 l ARC LENGTH=57.91' 60.0' v So'59'10E-54.01' ' 11 CHORD=S36'27'11"E-104.29' 0 `O h9 PKNAIL DIUS=60.00' I LOT 9 / ARC LENGTH=126.40' RIGHT-OF-WAY DEDICATION >y6 _ 5 I (THIS PLAT) *t S6TO6'35"E-40.00') ^ CHORD=SO1'34'48"E-59-04' m` �1 %p CHORD=SOS'23'51'W-29.70' I 1 3V RADIUS=60.00' ( ARC LENGTH=61.72' r z 1 O 411 S RADIUS=25.00' p1l O1 rG1 ti p9 ARC LENGTH=31.81' ) 10 `W 15' UTILITY >F. / / I> / 12 S,S•33 41n EASEMENT / y0 CHORD=S3T52'21"W-18.72' i�635 NT32'48"W-180.27' 1- ryti/ j RADIUS=sTH= 7.5 36' o � � // Gy ARC LENGTH=18.79' �� ) CHORD=N4T54'22"w-32.39' S0' ACCESS AND -.1 25' 25 I' 15'0 LOT 8 /�1. eti�.Q'ca`� lo- 0� 4 > i� ( RADIUS=25.00' UTILITY EASEMENT \' I /� 5 �� L h°/ ph/ < + ARC LENGTH=35.24' T Ip In CHORD=S82'53'53'W-32.84' / In It I RADIUS=25.00' / V• /�h 4�0 gyp? g�/ / -- -- -- -- -- -- --I�H- -- -- -- --.-- -- -- --LeuiL ARC LENGTH=35.83' / .e� GP LOT 12 o �{ 45 BLDG. LINE I - - I - I OipR0 7 /, 0 ! 0 > 1-------32a.se-----J� 20.ar--------------I n 1478' RA ?tOpO.w />xh p��o 742.10 15' ESMT. auS_ .p b pi r z a COLONEL GLENN PLAZA DRIVE n.>* 9Rc 1cr °00 b9s / �6 0� a�, 1 s ` w RIGHT-OF-WAY DEDICATION (THIS PLAT) 9 / l� O% h S88'17'04"E-731.83' V 248.80 15_ESMT_ 219.60'iihliC tK ��' N�s•33,4 NT36'12"W-216.90' ----- 263.36_--- --- - -- ----- � ?q -Lzs - - - - -45' BLDG. LINE 257 oL - - - - - - - - - - Rg44517 CHORD=S00'50' 17"W-32.86' rY 727 26' 1 4 CHORD=N41'56'37"E-38.17' -ARC ✓ �3t?o PK� RADIUS=25.00' LOT I:lt 3 < RADIUS=25.00' �2 ARC LENGTH=35.85' (UNRECORDED) ij ) ARC LENGTH=43.43' m 00 SI>if \ 18 OWNER: C&1IN INVESTMENTS L.P. S49039'01 "W-60.00' LOT 6 W LOT 5 W LOT 4 20 ,yam 19 Nil .C4 ,yfa 2 0 Z N10'49'31"W-214.00' 1 ` ( CHORD=N13'00'52-W-99.16' / �a�o RADIUS=548.50' ',6 0 �•2 ARC LENGTH=99.30' ti6 r 11 230.88' 248.88 LOT 3R CHORD=N41'50'28"W-15.30' 219.66' \ (INST. N0. ZOL1009109) RADIUS=320.00' 2 N88'17'04"W-724.88' 1 ARC LENGTH=15.31' ` POINT OF BEGINNING NORTHWEST CORNER OF LOT 3R ` OWNER,. THE VILLAGE AT BRODIE CREEK \ HMMST HEALTH (INSTRUMENT N0. 2014009409) GENERAL NOTES: \ FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR 1. ALL CORNERS WILL BE SET MATH 1/2" IRON PINS (UNLESS OTHERWISE NOTED) FLOOD BOUNDARY AS PER FEMA FLOOD INSURANCE RATE MAP N0. 2 EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES i 05119CO434G, EFFECTIVE DATE: JULY 6, 2015 FOR PULASKI COUNTY. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. An t'-,'4AS 4. ERROR OF CLOSURE: EXCEEDS 1:20,000 1lECISTERED LEGAL DESCRIPTION P B O FE S S I O NAL A PART OF SECTION 16. T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS ENGINEER FOLLOWS: *.. N0.7094 COMMENCING AT A POINT LOCATED AT THE NORTHWEST CORNER OF LOT 3R. THE VILLAGE AT BRODIE CREEK; SAID POINT - - TERN RIGHT OF 11011111I'I,1Ip 2023032189 *eESE%1-Eo a>n-xz:+a ,:,��1 RECORDED: 06-2'-2132303-48-17 PM h Official Re rds of Tem HoAingswonh Circuit/County C4erk PULASKI CO. AR FEE $15.00 kT 3 ALSO BEING THE POINT OF BEGINNING; THENCE N889T04'W-724.88 TO A POINT ON THE EXISTING EAS WAY LINE OF BOWMAN ROAD; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING COURSES: (1) N10'49'31"W-214.00% (2) N0736'12"W-216.90'; (3) NOT32'48"W-180.27'; (4) ALONG THE ARC OF A 642.54' RADIUS CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 369.61' AND CHORD OF NO8'55'57E-364.54'; (5) N25'27'11'E-129.82'; THENCE LEAVING SAID RIGHT OF WAY, S8T53'28"E-604.46'; THENCE S8T45'57'E-398.57'; THENCE N56'06'36E-391.62' TO THE NORTHWEST CORNER OF LOT 11 OF 'COLONEL GLENN TECH CENTER THE VILLAGE AT BRODIE CREEK- (INSTRUMENT NO. 2023009719); THENCE ALONG THE WEST LINE OF SAID LOT 11, S11.00'06"W-624.12% THENCE ALONG THE ARC OF A 60.00, RADIUS CURVE TO THE RIGHT. HAVING AN ARC LENGTH OF 126.40' AND CHORD OF S36'27'11"E-104.29' TO A POINT ON THE SOUTHERN LINE OF SAID LOT 11; THENCE ALONG SAID SOUTHERN LINE, S75'33'42E-635.36' TO A POINT ON THE WESTERN RIGHT OF WAY LINE OF INTERSTATE ROUTE #430; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING COURSES: (1) S12'08'10'W-136.79'; (2) S30'57'22"W-88.47% THENCE LEAVING SAID RIGHT OF WAY; N75'33'42V-727.26'; THENCE S41'50'43W-169.15'; THENCE ALONG THE ARC OF A 25.00' RADIUS CURVE TO THE LEFT, HAVING AN ARC LENGTH OF 35.85' AND CHORD OF S00'50'17'W-32.86' TO A POINT ON THE EASTERN RIGHT OF WAY LINE OF COLONEL GLENN PLAZA DRIVE; THENCE S49'39'01 "W-60.00' TO A POINT ON THE WESTERN RIGHT OF WAY LINE OF COLONEL GLENN PLAZA DRIVE; THENCE ALONG THE ARC OF A 320.00' RADIUS CURVE TO THE LEFT, HAVING AN ARC - LENGTH OF 15.31' AND CHORD OF N41'50'28"W-15.30'; THENCE S4T26'16'W-316.36'; BACK TO THE POINT OF BEGINNING. CONTAINING 33.6328 ACRES, MORE OR LESS. •',,��' �a %%,� ice% JOE WHITE w c & ASSOCIATES, O U i INC. = z r9 %#3871As BUILDING SETBACKS: FRONT 45' REAR 25' SIDE 15' SCALE IN FEET 100' 50' 0' 100' 200' 300' co F h+l Z FINAL PLAT THE VILLAGE AT BRODIE CREEK LOTS 4 - 10 AND LOT 12 AND RIGHT OF WAY DEDICATION FOR BOWMAN ROAD, TOPGOLF WAY AND COLONEL GLENN PLAZA DRIVE AN ADDITION TO THE CITY OF LITTLE ROCK BEING PART OF SECTION 16, T-I-N, R-13-W PULASKICOUNTY,ARKANSAS JOE WHITE & ASSOCIATES, INC. CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING ® 25 RAHLING CIRCLE. SUITE A-2 LITTLE ROCK, ARKANSAS 72223 PHONE: (501) 214-9141 DATE: JUNE 20, 2023 SCALE: 1" = 100' OAIE DFSC11117IX)II BY REVISION PROJECT NUMBER: 23-221 D S-/10- 14 G:\DWG\2023\23-221D - The Village at Brodie Creek\BL PLAT.dwg