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HomeMy WebLinkAboutS-00867-DDDDDDDDDDD MapCHORD-S38'27'14'E-77.01' RADIUS-235.44' > c� ARC LENGTH-77.36' d ern ' CHORD-S51'16'201-21L00' o 'r RADIUS-235.66' 9d ���5�• ARC LENo7H-2&01' / 010RD•S71'03'07'E-44.88' RADIUS-67.75' s ARC LENGTH-45.y, o- � S87'59'53'W 32.?2' S67'89'53'W 1 DRIVE 1pEBD'LE BEACH I VICINITY MAP (NTS) LEGAL DESCRIPTION - ROW DEDICATION NO 1 COMMENCING AT THE SOUTHWEST CORNER OF LOT 45, CHENAL RIDGE ADDITION, SAID POINT LOCATED ON THE NORTHERN RIGHT OF WAY LINE OF PEBBLE BEACH DRIVE; THENCE CONTINUING ALONG THE EXISTING NORTHERN RIGHT OF WAY LINE OF PEBBLE BEACH DRIVE S76'41'36"W, A DISTANCE OF 76.83'; THENCE S87'59'53"W, A DISTANCE OF 18.75' TO THE POINT OF BEGINNING OF SAID RIGHT OF WAY DEDICATION NO. 1 THENCE CONTINUING ALONG THE EASTERN RIGHT OF WAY LINE OF RAHLING ROAD THE FOLLOWING COURSES: (1) S87'59'53"W-32.22' (2) N53-22'36"W-74.21' (3) N22'30'50"W-53.31'; THENCE LEAVING SAID RIGHT OF WAY ALONG THE ARC OF A 235.44' RADIUS CURVE TO THE LEFT HAVING A CHORD OF S38-27'14"E-77.01'; THENCE ALONG THE ARC OF A 235.86' RADIUS CURVE TO THE LEFT HAVING A CHORD OF S51'16'2.0"E-28.00'; THENCE ALONG THE ARC OF A 87.75' RADIUS CURVE TO THE LEFT HAVING A CHORD OF S71'03'07"E-44.88', BACK TO THE POINT OF BEGINNING; CONTAINING t0.021 ACRES. LEGAL DESCRIPTION - ROW DEDICATION NO. 2 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 30, T-2-N, R-14-W, PULASKI COUNTY; THENCE N01'32'11"E ALONG THE WEST LINE OF SAID SECTION 30, A DISTANCE OF 78.08' TO A POINT ON THE EXISTING WESTERN ROW LINE OF RAHLING ROAD; THENCE CONTINUING ALONG SAID EXISTING ROW LINE THE FOLLOWING COURSES: (1) N65'12'07"E-332.15' (2) ALONG THE ARC OF A 909.93, RADIUS CURVE TO THE LEFT HAVING A CHORD OF N44'53'23"E-631.74' (3) N24'34'39"E-1229.79' (4) ALONG THE ARC OF A 909.93' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N11'30'31"E-411.51' (5) N01'33'37"W-317.68' (6 ALONG THE ARC OF A 2819.79' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N05.54'11"W-427.04' T�5 THE POINT OF BEGINNING OF SAID RIGHT OF WAY DEDICATION NO. 2; THENCE LEAVING SAID EXISTING ROW S79'45'15"W-1.35'; THENCE ALONG THE ARC OF A 238.00' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N30.10'55"W-133.51'; THENCE ALONG THE ARC OF A 106.22' RADIUS CURVE TO THE RIGHT HAVING A CHORD OF N0855'52"W-129.44'; THENCE ALONG THE ARC OF A 99.00' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N05'52'54"E-76.50'; THENCE N73'03'29"E-3.45' TO A POINT ON THE EXISTING WESTERN RIGHT OF WAY LINE OF RAHLING ROAD; THENCE ALONG THE ARC OF A 2819.79' RADIUS CURVE TO THE RIGHT ALONG SAID EXISTING RIGHT OF WAY LINE HAVING A CHORD OF S13'35'38"E-329.37' BACK TO THE POINT OF BEGINNING; CONTAINING t 0.228 ACRES. LEGAL DESCRIPTION - ROW DEDICATION NO 3 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 30, T-2-N, R-14-W, PULASKI COUNTY., THENCE N90.00'00"E ALONG THE SOUTH LINE OF SAID SECTION 30, A DISTANCE OF 47.74' TO A POINT ON THE EXISTING EASTERN ROW LINE OF RAHLING ROAD; THENCE N65'12'07"E ALONG SAID ROW, A DISTANCE OF 323.45'; THENCE ALONG THE ARC OF A 999.93' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N52'02'45"E-455.18' TO THE BEGINNING OF SAID ROW DEDICATION NO. 3. THENCE CONTINUING ALONG SAID EXISTING ROW LINE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 999.93' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N31-44'01"E-249.13' (2) N24'34'39"E-1229.79' (3) ALONG THE ARC OF A 999.93' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N11'30'31"E-452.21' (4) N01'33'37"W-317.68' (5) ALONG THE ARC OF A 2909.79' RADIUS CURVE TO THE LEFT HAVING A CHORD OF N04'13'57"W-271.32'(6) N04'54'54"W-21.02'; THENCE LEAVING SAID EXISTING ROW N85-05'07"E-10.00'; THENCE ALONG THE ARC OF A 2919.79' RADIUS CURVE TO THE RIGHT HAVING A CHORD OF SO4'13'57"E-272.08'; THENCE S01-33'37"E, A DISTANCE OF 317.68', THENCE ALONG THE ARC OF A 1009.93' RADIUS CURVE TO THE RIGHT HAVING A CHORD OF S11'30'31"W-456.73'; THENCE S24'34'39"W, A DISTANCE OF 1229.79'; THENCE ALONG THE ARC OF A 1009.93' RADIUS CURVE TO THE RIGHT HAVING A CHORD OF S31'44'01"W-251.62'; THENCE N51'06'36"W, A DISTANCE OF 10.00' BACK TO THE POINT OF BEGINNING; CONTAINING t0.587 ACRES. GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL CORNERS 2. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 3. ERROR OF CLOSURE: EXCEEDS 1:50,000 4. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 200' 0 200' Scale 115 = 200 ft .el S POINT OF COMMENCEMENT Z (ROW DEDICATION NO. 1) o SOUTH WEST CORNER OF _ LOT 45 OF CHENAL RIDGE ADDITION/NORTH ROW LINE OF PEBBLE BEACH DRIVE O 0 \ O ` \ ` 41 3 =4 r 1 m 0 _// 42 CA DELTIC REAL ESTATE, LLC �1 .\ ROW DEDICATION NO. 1 7 CHENAL CLUB BLVD. LITTLE \ 4`1 ROCK, AR 72211 \ t POINT OF COMMENCEMENT (ROW DEDICATION NO. 1) SOUTH WEST CORNER OF N73003'29"E-3.4544 LOT 45 OF CHENAL RIDGE ADDITION/NORTH ROW LINE CHORD=NOS'52'54"E-76.50' OF PEBBLE BEACH DRIVE RADIUS=99.001- 45 ARC LENGTH-78.54' ROW DEDICATION NO. 2_ 1i CH0RD=N08'55'52"W-129.44' RADIUS=106.22" ARC LENGTH=139.19' CH0RD=N30' 10'55"W-133.51' RADIUS=238.00' 1�1 ARC LENGTH=135.33' S7W45'15"W-1.35' 1 1 N04'54'54'W-21.02' 1 1 I 00RD.N06'S4't 71Y-427.04' RADRIS-2619.79' I ARC t omm-427.46' j CHORD=NO4'13'57"W-271.32' I C RADIUS=2909a9' ARC LENGTH-271.42' I M I I I I R2909.79' CDS04'13'57"E LC271.32' I� I� CHORD-N11'30'31OE-411.51' 1 1' � RADR15-90 AW ARC LENOIH-416.10'�1 CHORD=N11'30'31'E-452.21' RADIUS=999.93' 1 ARC LENGTH-456 16' B AE CH DRIVE PEBBLE 111 :...... R.......... . CHORD-S 13'35'38"E-329.37' RADIUS=2819.79' ARC LENGTH=329.56' 85'05'07"E-10.00' 02. DELTIC REAL ESTATE, I 7 CHENAL CLUB BLVD. ROCK, AR 72211 in CH0RD=SO4' 13'57"E-272.08' RADIUS=2919.79' ARC LENGTH-272.18' '33137"E-317.68' CHORD=S11'30'31 "W-456.73' RADIUS=1009.93' ARC LENGTH-460.72' GAS ESMT INST#84-16624 6 ROW DEDICATION NO. 3 ! r � A DELTIC REAL ESTATE, LLC 7 CHENAL CLUB BLVD. LITTLE ROCK, AR 72211 pj ! / r CHORD=N31044'01 "E-249.13' % 70p RADIUS=999.93'- ! / 00, ARC LENGTH-249.78' ! r CH00=145702'45"E-455.18' / RADIUS=999.93' , 7ARC LENGTH=459.20' i i 53'23'E-631.74' ARC AW/ CHORD=S31.44b1"W-251.62' RADIUS=1009.93' GAS ® ARC LENGTH=252.28' INST#84-16624 / / j � 624 51006'36"W-10.00' 00'E-47.74' s gOA,-/ CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL .�-''G s� POINT OF COMMENCEMENT (ROW DEDICATION NO. 2 31 ESTATE, SHOWN AND DESCRIBED HEREIN, DO ��./ SOUTH WEST & 3) HEREBY CERTIFY THAT WE HAVE LAID OFF, r /- �� CORNER OF PLATTED, AND SUBDIVIDED, AND DO HEREBY SECTION 30, T-2-N, R-14-W LAY OFF, PLAT, AND SUBDIVIDE SAID REAL DELTIC REAL ESTATE, LLC ESTATE IN ACCORDANCE WITH THIS PLAT. i 210 E. ELM STREET / r < EL DORADO, ARKANSAS DATE OF EXECUTION DELTIC ESTATE, LLC 7 NAL CLUB BLVD. CERTIFICATE OF FINAL APPROVAL LITTLE ROCK, AR 72211 - - D.R. 2018 PAGE 009550 INSTRUMENT NO CERTIFICATE OF SURVEYING ACCURACY I, ZANE ROBBINS, 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 REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION Z NE ROBBINS REGISTERED LAND SURVEYOR NO. 1853, ARKANSAS PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDI1IONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RUL.FS AND REGULATIONS. G/2-�25 DATI OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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 LITT ROCK SUBDIVISION RULES AND U NS� HAVE BEEN COMPLIED WI �1� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 15' WATER ESMT INST#2018065965 DELTIC REAL ESTATE, LLC 7 CHENAL CLUB BLVD. LITTLE ROCK, AR 72211 2025 ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) Ol N 163391.57 E 1179906.38 2 N 163392 43 E 1179916.34 �3 N 163364.69 E 1179918.73 4 N 163093.35 E 1179938.80 O5 N 162775.79 E 1179947 45 -D6 N 162328.24 E 1179856.33 7 N 161209.87 E 1179344.83 8 N 160995.86 E 1179212.48 U9 N 161002.14 E 1179204.70 1111111111111 2025031043 p / Pw SENTED e-12-202511 43 i1AM RECORDED, 06-12-2025 11.57:46 AM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO, AR FEE $15.00 �� �•nA; ��I J CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 2025, IN PLAT BOOK PAGE RIGHT-OF-WAY DEDICATION PLAT RAHLING ROAD �O I S T E$� TATE OF 4J�xN\�� ,OF 1 A(Jj'�0,� �A T E o-_ _ BEING A - - y ,, 00 ARKANSAS ' �E Aury PART OF SECTION 30 T 2 N R-13-W ro AARKANSAS ffPRO"I"ESS10"N'ALO990�" ►/11/ REGISTERED \\ \°P�,,HIrE DAreR o99 `= PULASKI COUNTY, ARKANSAS / J -U LAND SERVICES = Z= 0 PROFESSIONA.L = w = BAsS IATES, = z ENGINEER '"' FEBRUARY 20, 2025 '� y '•, #4151 Q >r tr tr 1 q "o ��� �= TIMOTHY E. DATERS (11 •,, 9�',,, #538„�: Q �' �1AL LA�9 g�P�lr,� SAS �o` No. 5033 ,0� ,qNs A ©WHITE-DATERS &ASSOCIA TES, INC. [OCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 024 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Le.\ onoe\ rUCNIAi vAi I r T1 11., ....... ._ ,,. �.. , �, .,y,n v, . uy �cwuuuun Pwt.uwy