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HomeMy WebLinkAboutS-1221-I Map 2E 0 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 ! 297.66' 68'13'37" 169.33' 249,97' C2 150.56' T 18'01 " 75.43' 1182.43' _! r C3 84.82' 16*11'58" 42.70' 300.00' v0 U41 488.62' Akvp �-- - - - - CCU Ln PRIVATE COMMUNITY PARK o0. 75,00' existing son sewer U J 2 go° �� �� esmt� - --- O S01°29'21'W - m 20 FT WIDE SECONDARY EMERGENCY ACCESS AN( PEDESTRIAN PATH R57.00' CD N 12°50'16" E LC112.19' co / c LEGAL DESCRIPTION PART OF THE SEt/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 5, BLOCK 61, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; THENCE S77'09'44"E, ALONG THE NORTH LINE OF SAID LOT 5, A DISTANCE OF 44.74 FEET; THENCE N12'50'16"E, A DISTANCE OF 90.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF CHALAMONT DRIVE, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE N12°50'16"E, A DISTANCE OF 175.91 FEET; THENCE ALONG THE ARC OF A 57.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N12'50'16"E, 112.19 FEET; THENCE N12'50'16"E, A DISTANCE OF 174.51 FEET; THENCE S83'08'04"E, A DISTANCE OF 488.62 FEET; THENCE S01'29'21"W, A DISTANCE OF 52.12 FEET; THENCE S08'32'07"E, A DISTANCE OF 69.97 FEET; THENCE S39'03'01"E, A DISTANCE OF 77.49 FEET; THENCE S72'13'53"E, A DISTANCE OF 41.91 FEET; THENCE S69'51'42"E, A DISTANCE OF 225.00 FEET; THENCE S75'19'42"E, A DISTANCE OF 56.49 FEET; THENCE N57'51'54"E, A DISTANCE OF 113.87 FEET; THENCE ALONG THE ARC OF A 277.50 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N63'35'15"W, 6.78 FEET; THENCE N25'42'47"E, A DISTANCE OF 50.81 FEET; THENCE S88'30'39"E, A DISTANCE OF 149.52 FEET; THENCE S6F02'45"E, A DISTANCE OF 43.78 FEET; THENCE S48'05'17"E, A DISTANCE OF 45.00 FEET; THENCE S41'54'43"W, A DISTANCE OF 75.00 FEET; THENCE S48'05'17"E, A DISTANCE OF 175.00 FEET T A 0 POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHALAMONT DRIVE; THENCE ALONG SAID NORTHERLY w TRACT A 5z,12' � 35.1p• �' �' � EsR'ti' 03 � RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) S41'54'43"W, 121.85 FEET; (2) ALONG THE ARC OF A 447.47 o n \ Seya< o N i,.4' \ 1 O W 1 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S76'01'30"W, 501.91 FEET; (3) O M , r a= �� a0 SAQ' Q \ �. N69'51'42"W, 237.35 FEET; (4) ALONG THE ARC OF A 984.93 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD god \ 6 \ BEGBEAINNING. NG ING NDCONIT CONTAINING 10E 02.4763ACRES WMORE OR LESS. (5) N7T09'44'W, 466.87 FEET TO THE POINT OF 44 goo go r V h\� 31 ® e ,oA, o 0 4' Sewer fsmt. °° 5.00' L S08°3210 970. '�� ti o = 0. S65*0 ®lTN° "^° � 9 ®Cx o=1p `Esrnt. o. 0 �0 43782'45"E 9 / o B Sewer o ' _75.Q ' oo cS(' 0, �'0 81. �9- F` S72°13'53"E ` �/� / S48°0 7"E v' �� •�,� 2 0 o° �� _ 4j' 41,91' a 11 ° " 45,00' �1 \ `� � o ^ oo `� �. 5 ^ S88 30 39 E 12 go° „ 2 % o °�= 1y `' �� , 6325,© �� 149,52' 'o. 68s9�\ 9d°° h 22 as ''�, R277.50' Ri \ „ M Ng , FUTURE TRACT CD N63°35'15'W Zh 'o \� TRACT D 75.Op, g°°-5, e o 2e� o a��� o S�� 6g°SI LC 6.78 10 O �f \ L s = FS BLOCK 57 0. _ d \ / 75'00' 75.p0 ��C(NE a°° o M �� °\ ��SOO�SOp ryF �N�� C� I'v'�� °\ � r'_ 7S fsmt. N77=4,, o 75.Q0�'_ _ moo= _M i ^ „ o, 1p• °�3$1 6p 1� \ \\ 25' BLDC o _ •OQ - 4S6.7S _ __ `h _ �7 ` p50 h Sewer fsm S,s°1 S' �� 11 / FUTILITY ESMT. \ 0. LINE o _ _ 75`0p, o S.Op' _ g N M o �0 5s (�4� f " g03 lrJ�"„' - __ 6.75' - _ _ \ p�` (p O= \ _ 4 g/ 8 MS S _75`0 N �� �D �j 9 6 1 \ a �o o /' o s �56.4g' a T 6 sr\4 / ° 1 p, N 1LL'o',� 7 ¢T_ ^7� CJ 1., `_ // N Q® o, � 5 0 °= o� _ _ �o� o __75•00, _� 12 ��\\ \ \ \0° ��. 2790'O'0� I�h ! 4 0 0 - _ 675 ,�\ 5�\ \ 0 29 9 °' -5 73',5' \ z2p, 'J , \ \ goy° 28 p01 _ _ gd� 2 go° o ` \ \ ^ 74 02' \ o' Esfit 5, 00\ \ \ \ o "�' >i. CD/ i �� � � f % 75.Op'" g°°° 1onL p\ \ 6\0, \, N6 j�-� \ g° a oo �i�� �h \\ �5\ ���,5 1'40. 0' rr / 7_�'_ oo° i0' S o ��SOp' �3>,' 2'w �\ ,, �" 5 Bi �� so. // %\\ r9 q 5.op _ g ewe" fsrnt 0 M ® �\ 3\ \ 25 �S\ -- _ _ 2-- ��? ���/ / S. \\ 1So \�� \\ 16 ~C B 75 ° o o 9 g o, CpG �Sp01 00 o„ N7 75.Op; go flo, g o ClN ��� \ \'� C1 / I ice/ 95'73' \ o° l _ /0g "w 75. �,'_ �- g�� �o +t" , i . °' Fc/2 ` 466 87' Op o 17o s U /\>� N 90•o'Dr /.0 \\ S77°09'44 „E tii2c - _ w 71 S �' °�_ <0� ya 4O o_ \ \ ASS 64. 69 8�'� / /\0 rn .0 / \ / 44 _ g1 "� r y o, \ _ ` 46_. - g L� o. 'd, / . • SQ' o o go Sp - 0 2 Gj v 1 - ® Map 50 p / 6' 5' - _ 0 00. 2 / 3j„ D tiAD� Cr- ` 7S �� 00 o m a 2� N 00" o s y 90,0,o" ,; 5� L 1 n ` go o a� °o= �N °o_ �� / ° / II�II'�I�II 2018078736 p y 1 R984.93 nh a dd / d O'7 CD N 73'30'43" W 1� ��\ O ^ O /A/ ��1 //�� PRESENTED 12-21.2018104598AM 'REG6R8E9i�11- *4QZ-02-AM,�` �f ' S' pp'0° /� ui T p °O., / Gj� / In Official Records of Larry Crane GrcuiVCounty Clerk �c LC 125.41 [ +0. $ew M PULASKI CO, AR FEE $15.00 5 � .,"� % \(er Esmf. a 90. �,' O' �$spg5iliefeegro F¢'A Ls 0C °b• 6a ,r°� E �IRc '°•o ¢2„w op ,, goo °� ,- 52. �" ."•,. °>A``; 2 7 \_ 23� �\��moo. g so. o�/6a / ®�' �c ��S a olS�Oifil 3S S4'33'`----°' __ a____°°' sg o` 5Z tea.. 1e v`I �� v /� %o�y WS 48.54' 52.68' �° 52.68, a 52. / . `s 1" e 8 ���t� p \ TRACT g 21 10 9" C (I y5° 3+54 7 CERTIFICATE OF SURVEYING ACCURACY I, DANIEL W. HAVNER, 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. z/z + 5- v DATE OF EXECUTION DANIEL W. HAVNER REGISTERED LAND SURVEYOR NO. 1542, 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 LITTLE ROCK SUBDIVISION RULES AND REGULA HAVE BEEN COMPLIED WITH. DAT OF XECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 Potlatch Deltic Real Es e, LLC # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 F FINAL APPROV 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. a-, z 1v - DATE OF EXECUTION LITTLE ROCK PLAN NG COMMISSION ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) Q N 173968.21 E 1161549,01 O N 173909.81 E 1162034.13 Q3 N 173857.71 E 1162032.77 ® N 173783.52 E 1162043.16 O N 173728.34 E 1162091.97 N 173715.55 E 1162131.88 Q7 N 173638.09 E 1162343.13 ® N 173623.78 E 1162397.78 ® N 173684.35 E 1162494.20 1® N 173687.35 E 1162488.13 11 N 173733.14 E 1162510.18 ® N 173729.26 E 1162659.65 © N 173710.79 E 1162599.34 ® N 173680.73 E 1162732.83 ® N 173624.91 E 1162682.73 © N 173508.02 E 1162812.96 © N 173417.34 E 1162731.57 ® N 173296.13 E 1162244.52 ® N 173377.85 E 1162021.68 ® N 173413.44 E 1161901.43 © N 173517.17 E 1161445.23 ® N 173688.68 E 1161485.31 ® N 173798.07 E 1161510.24 �x No r.•a1, T-.�sn-�_ STATE OF ARKANSAS 2018079015 Te A PRESENTED 12-28-20180804.28A RECORDED 12-26-20180832.19 AM P 1 L.� In Official Records of Larry Crane Circuit/County Clerk R447.47 111 !!!L ] / „ PULASKI CO, AR FEE $15.00 CD S 76°01 30 W LC501.91'11 LOTS 1-30 BLOCK 56� 0 TRACTS A, B & C BLOCK 56 t/ TRACT D BLOCK 57 GENERAL NOTES: =®;a N0.1542 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS sicNvwAFU c Jc.S; 2. ALL EASEMENTS SHOWN ---= MAY BE USED FOR DRAINAGE '1Q�•NAYN�r�`� AND/OR UTILITIES AS NOTED. "4Z LA��111` 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. CHENAL VALLEY 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. AN ADDITION TO THE CITY OF 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. LITTLE ROCK, ARKANSAS 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 50 0 50 150 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', /� " UNLESS NOTED OTHERWISE. 1 V be known as " CAUREL COURT T 8. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FT., Scale 1 " - 5 0 ft EXCEPT LOTS 17 AND 18 HAVE A FRONT BUILDING SETBACK LINE OF 20 FT. SIDEYARD BUILDING SETBACK LINES ARE 7.00 FT. Being Part of Section 16 9. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF T-2-N, R-14-W DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, Pulaski County, Arkansas 10. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. FOR LITTLE ROCK, ARKANSAS. 11. TRACTS B & C MAY NOT BE USED FOR VEHICULAR ACCESS. (FIRM COMMUNITY PANEL # 05119C 0315 G, DATED JULY 6, 2015) 7 12. TRACT D MAY BE USED AS A MAIL KIOSK. December, 2018 13. STORM DRAINAGE IN TRACTS SHALL BE MAINTAINED BY THE CERTIFICATE OF RECORDING PROPERTY OWNERS ASSOCIATION. © WHITE -RATERS & ASSOCIATES, INC. 14. TRACT A MAY BE USED FOR A PEDESTRIAN PATH. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223