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HomeMy WebLinkAboutS-0867-YYYYY Map 3CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT_ C1 380.23' 7737'01r 220.45' _RADIUS - 300._0 C2 206.06' 59'01'50" 113.22' .1 __I 200.00' C3 165.90' 4T31'36" 88.06' 200.00' C4 114.42' 2613'2r 58.23' 250.00' C5 76.60' 29'15'36" 39.16' _^ 150,0_0, C6 37.68' 1423'3r _ 18.94' 150.00, O E S80-31 '23•, AS,E 94. , O 574.0 , N69 p15� 97T15'15 1SJ 33J„e O 2 2�'' g S 4 1,04. 12 A `, h 13 CHENAL VALLEY DR. THIS PLAT S69. 3� 24" f -iyZ!-� m PARKWAY 1 Scale 1" - 100 ft 6j 0. �36'35 � 12624'� ryb/ / E (Dm `, Y•p 19� �S, ro• 6623,W S9 ISO 15 ry°elI5T02' d' ''n�4\ �7u\ 10 IN, 00 7. J,• a,*, wti / Ld 1 (-A14'25 `o; iJ \ \74t• N' 3?•. 'fE aTi •'�114t5g'25 1D 73r 15 ��L\� OR•� 9 _ > O Lk 9 F .� >`pv`j 1 NIN \ �\ '`7 � \�c�. `�� A,,� \ r7,' ti> Aye• �d• e2'9 46 10 CHENAL VALLEY, PHASE 23 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER CjISTEIZ� '�,� I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL a' tG ............ g 4,,.yT 7ToF.,d • �� PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO ('1 NSAS = SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, N .1281 °j MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED. AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ° C) SU o SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANC THIS PLAT. °y'•',•'° ROCK SUBDIVISION RULES AND REGULATIONS U'fv HAVE BEEN COMPLIED WITH. 10 L D� DA E 0 EXECUTION D TIC TIMBER CORPORATION 7 CHENAL CLUB BLVD. DATE OF EXECUTION PAUL M. WHITE LITTLE ROCK, AR REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS D.R. 621 PAGE 233 INSTRUMENT NO. CERTIFICATE OF ENGIN NG ACCURACY CERTIFICATE OF FINAL APPROVAL �g,yo.a�e /a6S1�A TEE ed� ARl SAS I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION Z THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE o REGISTERED @ PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN PROFESSIONAL I 1 ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY + ENGINEER ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY aa1 HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID y2> No.5033 < s y�Opy�RULES AND REGULATIONS. 1' Z'l 0 S I (,)-'I IO L DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE R CK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING 54 g S THIS DOC MENT, MBER GU ' � D��I �� ,FILED FOR i �y�53'15 17 20' ,B 3BSo» N �RECORD 20 US IN PLAT BOOK \ © �� ��� ^b �► Qs 2' F PAGE C R984.93' \ lwwo5 o gi`3 CDN55'39'26'W a � �4j N,o-u1N �+�, c �g3\� 18 o9,a'4s• ��? t ��' r`•. LC74.26' �o� J\ ` z3.;2 OUR?,10 2 PART OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHWEST CORNER OF TRACT A, BLOCK 92, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE WESTERLY AND SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) N82757141"W, 425.53 FT.; (2) WESTERLY ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S88'33'32"W, 272.78 FT.; (3) S80'04'44"W, 1080.48 FT.; (4) SOUTHWESTERLY ALONG THE ARC OF A 470.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S60'03'16"W, 321.88 FT.; (5) S4901'48"W, 847.96 FT.; (6) SOUTHERLY ALONG THE ARC OF A 270.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S05'36'01"E, 386.01 FT.; (7) S51'13'49"E, 289.83 FT.; (8) SOUTHERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S2623'16"E, 418.46 FT.; (9) S00'27'17"W, 226.58 FT.; (10) SOUTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SlT29'O3"E, 334.47 FT.; (11) S35'25'23"E, 561.70 FT.; (12) SOUTHEASTERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BERING AND DISTANCE OF S46'37'13"E, 210.87 FT. AND (13) S5749'OeE, 17.90 FT. TO THE POINT OF BEGINNING; THENCE 14363419"E, 307.32 FT.; THENCE N69-57-45"E, 201.50 FT.; THENCE S8931'2S E. 94.49 FT.; THENCE S74'06'11"E, 151.33 FT.; THENCE.S69'22'24"E, 316.83 FT.; THENCE S69441'294E, 592.73 FT.; THENCE SOS•39'54"E, 91.23 FT.; THENCE S36-42'09"E, 60.17 FT.; THENCE S31'43'56"E, 170.48 FT.; THENCE S5518'S0"E, 181.72 FT.; THENCE S4324'38"E, 291.75 FT.; THENCE S45'51'51"E, 500.87 FT.; THENCE S0644'48"E, 118.25 FT.; THENCE S2722'36"E, 242.60 FT. TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF SAID CHENAL VALLEY DRIVE; THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) S80'13'43"W, 219.17 FT.; (2) WESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S86'12'31"W, 51.05 FT.; (3) N87*48'41"W, 276.33 FT.; (4) NORTHWESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6741'09"W, 168.60 FT.; (5) N4733'36"W, 653.40 FT.; (6) NORTHWESTERLY ALONG THE ARC OF A 1037.82 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N50'31'42"W, 107.49 FT.; (7) N53'29'48"W, 604.27 FT.; (8) NORTHWESTERLY ALONG THE ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N55'39'267W, 74.26 FT. AND (9) N57-49'04'W, 751.00 FT. TO THE POINT OF BEGINNING, CONTAINING 36.0601 ACRES MORE OR LESS. \ R8� 1064A'20 \ 9?si. 4ij \ �1 w� R 1037.82' CDN50'31'42% LC107.49' 60 \cgs• �u' \ e�' '�• _ '� 1d 536 ��x6 \\ �\ 19 \� PAT O'BRIEN- Circe Courlty CleHlr v\� � ,jam 0. s 4 1142155 At `i ,jB•�is S O 8r22'5o 20 6930os OSj .y o• 161�'1'3fi b o y ? \ �\ a \ ti a 3 1206'3d C? ?s?�� �76.33'- 5 \ g5`iDSS 3p� A� 9v10•0 \ `�`�,� 1 ss'*O` ^ ' .$�• N6i833` "'OfO \ \ 21 152� 76.'Pv4 4D ROude \CQ Of ]ORDINATES 6SS psi. '4rys o� Q' ��Idt 30- �' �1r°°� g\"L� �rqe QT rri N 163174.14 E 1163855.94 \ O• �\ 14 54047.55 '& t. \ 'Qs \ b 1 NNlb:28 54236.85 \ a �� 174'44'30• 2 54330.05 w N \ 7c 3a �1�-; N 163426.44 E 1164475.59 ro M Fym a 1 +o \ r? N 163314.82 E 1164772.11 11601'50 \ TRACT B a N 163109.10 E 1165327.99 �s J ,• 19023'45 :n N 163018.91 E 1165341.74 \ 141 141'26'35 N 162970.67 E 1165377.70 OD N 162825.67 E 1165467.36 N 162723.13 E 1165617.39 N 162511.19 E 1165817.89 1 N 161788.96 E 1166035.88 N 161799.52 E 1165759.74 N 161863.53 E 1165603.77 N 162304.46 E 1165121.57 N 162372.79 E 1165038.60 N 162732.25 E 1164552.81 N 162774.14 E 1164491.56 1+ 3s.1s' ^ 289.os4jOr I $ 3jj �y1 146.36' PAGIS Mocker \ 'Q N87'48'41"W 276.330 s S80'13'43"w N 2074-0313 18 CHENAL VALLEY DRIVE @ 16 - 219.17 R245.(i0' (60' ") CDN67'41'09'W LC 168.60' R245.00' PAGIS Marker CDS86'12'31"W f 2074-0312 LC51.05' 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 UNES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 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. 10. TRACTS A AND B 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. TRACT C AND D MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES, PEDESTRIAN PATHS, TRAILS, GOLF CART PATHS AND LANDSCAPING, WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. PLAT OF LOTS 1-21, BLOCK 98 TRACTS A, B, C & D BLOCK 98 �\U► In l I i d► \ I u► I i'III t i l l u► I To be known as " VARENNES CO UR 7" BEING PART OF SECTION 27, A L PLAT T-2-N, R-14-W Signed PULASKI COUNTY, ARKANSAS: DATE: c - JUNE, 2005 5- 13 Wm/TX-DA TyLt290CIA p Z�VC�. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE UTTLE ROCK, ARKANSAS 72223 05-471P