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HomeMy WebLinkAboutS-0867-VVVVVVV 1 MapCHENAL VALLEY DR. VICINITY MAP (NTS) PLAT CHENAL PARKWAY Raw ?,W_1 CHENAL VALLEY DR. f ROAD ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 165233.77 E _11 16386122 N 165197.82 E-116365631 N 165172.29 E 1163660.75 N 164839.15 E 1163380.91 N_ 164951.71 E 1163246.91 N 164970.44 E 1163262.65 N_ 165054.05 E 1163163.11 N 165444.56 E 1163491 13_ N165390.08 E 1163556 00 N 165523.27 E 1163793.83 N 165463.52 E 1163819.98 N 165402.03 E 1163833.98 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS 50.35' 19'23'41' 25.42' 148.75' C2 102.85' 47*08 33" 54.54' 125.00' 0o W o�a� 10 Easement so./ O See Note 1 i . p 11 9 000, /y°p O \00' /, 00 / �� 23 \too. 12 ' 0 ���� �° v 2400, Pi \ p0 000. 00 '�Q•:' p0 J� 7`TO 00 13 r3 25 s o�026 Q pd o p 6 W 1� 00, Sir �A9 27 9 p \ �jS�O�2�3000. 0h° 20 i 18 ;7 5 s rn� s� a t�n 25o 2 LPOT41,55461bg11'L 25o w\t \ 18g'41'4 Of Sp• rn !CT q � 1, 130.00' y 9 to OD 47 0 G2 a oti' go- x N A 30.00' o N 1 15• �N t y 48 0 13� � 2 �.0 t 0.00_ G, W v300,3 o 0' a '' S82 49 3 9Q 7 l0 50 1 i 22 \d `. i9 j 13 a 14 / V / V 15 10 6 7 5t 1 iGnu � 52 �9 1 2 4 \ L TRACT E i 53 100 0 100 Scale 1" = 100 ft CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL ,•°° tT�>STE� °°"•e,� PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO �w „„......,, �� •a, SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, ' OF'`• s, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY r SAS '•q ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL 1d 1231 x r e SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. • / SIGNATI ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. ' - J° •°..M.:... f�7V DATE OF EXECUTION ' .,, AL LAB.....• J�� 300 •••.........••" / L' 2 � /3 DELTIC TIMBER CORPORATION DATE OF XECUTION PAUL M. WHITE 7 CHENAL CLUB BLVD. L REGISTERED LAND SURVEYOR LITTLE ROCK, AR 1\10. 1281, ARKANSAS D.R. 621 PAGE 233 CERTIFICATE OF ENGINEERING ACCURACY dro— «r Id�yt a 1 g a f I, TIMOTHY E. CATERS, HEREBY CERTIFY Ip AR �: SAJ �s THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, ANZTIMOTHE. EC;ST�RCi ENGINEERING REQUIREM PROFEISIONAL ROCK SUBDIVISION RUL ENGINEER HAVE BEEN COMPLIED i�0.� 4pi "e►kQ9T►� rE DATE OF EX CUTION REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING 2014000/56 Received: 1/212014 2:15:25 PM Recordea. 81,02 2014 02.23.17 PM Filed & Recorded in Official Records of Larry Crane. PULASP COUNTY CIRCUIT/COUNTY CLERK Fees $1. 00 a0 o©11/Js p1_1 :u�_4 L ..YIL. TH AR;lAN�t`' r''rrT nu n n�"'``•` LEGAL DESCRIPTION PART OF THE NW1/4 OF SEC110N 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS OLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TRACT D BLOCK 109, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S8908'38"W ALONG THE NORTH LINE OF SAID TRACT D AND ALONG THE NORTH LINE OF LOT 49, SAID BLOCK 109, CHENAL VALLEY, EXTENDED 210.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF MIRAMAR BLVD.: THENCE S09'51'22"E ALONG SAID WEST RIGHT-OF-WAY LINE, 25,91 FT. TO -'HE NORTHEAST CORNER OF TRACT B, SAID BLOCK 109, CHENAL VALLEY; THENCE S40'01'48%V ALONG THE NORTHWESTERLY LINE OF SAID TRACE B AND ALONG THE NORTHWESTERLY LINE OF LOTS 22, 21, 20 AND 19, SAID BLOCK 109, 435.08 FT.; THENCE N49'58'12"W, 175.00 FT.; THENCE N40'01'48"E, 24,46 FT.; THENCE N4958'12"W, 130.00 FT.; THENCE N40'01'48"E, 510.00 FT.; THENCE S4958'12"E, 84.72 FT.; THENCE N6944'57"E, 272.59 FT.; THENCE S2S38'11"E, 65.22 FT.; THENCE S12.49'31"E, 63.07 FT.; THENCE S09'51'22"E, 17t.77 FT. TO THE POINT OF BEGINNING, CONTAINING 4.8776 ACRES MORE OR LESS. IRL910171013JR&H 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. u-471 �3 DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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. DISTANCES SHOWN ALONG CURVES. ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:20,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.00 FT., UNLESS NOTED OTHERWISE. 7. 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, 8. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT. 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS, ADJACENT TO THE STREET RIGHT-OF-WAY. LOTS 46, 47 AND 48, BLOCK 109, HAVE A 15 FT. FRONT EASEMENT. 10. TRACTS A, G AND H MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES, PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE, 11. REFER TO BILL OF ASSURANCE FOR MAINTENANCE, USE AND RESTRICTIONS OF REAR EASEMENT ON LOTS 11 AND 12, BLOCK 110 AND EASEMENT BETWEEN LOTS 10 AND 11, BLOCK 110. PLAT OF LOTS 23-27, BLOCK 109 LOTS 46-48, BLOCK 109 LOTS 8-137 BLOCK 110 TRACT C & H BLOCK 109 TRACT A BLOCK 110 11111FAMMIlenn' WHI ENI, I! A N A D DM(DN FT(> TMC to F L=E ROCK. ARKANSAS To be known "MIRAMAR PLACE"? BEING PART OF THE NW1/4, SECTION 27, T-2-N, R-14-W PULASKI COUNTY, ARKANSAS DECEMBER, 2013'f w` � IU/� 1.:1t'alRl� � �Ul/rL11111Ii LGY9�.' ' � [ Ja CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING ° Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 5- 0 1.0 Lf v oil 1/ v- Job 13-550P