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HomeMy WebLinkAboutS-0285-AAA Map 49a2S Os, rn 0 0 0 Off' E\/ti00, •- S� f ,Op yP Q'p� 90r7°' c° 0 0 N 90.00 W o o M W 00 r Cu LL1 h1 't 90 �• oN o0 Z CO � o 0 9-100. 0 0 0 z R 100.00' CDN63'48'07" E_ LC 104.56' 120' AP P. EASEMENT S84'4 " 041 E 1 87.90' - 4 - 0 3 S87'35'41"E Rr4°•"'` '-o 152.93' azyv - - - m o o 152.93 1 i - o C/) 745o'5cr j 87.90, -- i., 25' Bldg. 194'44'10" y 215 ' 133'45'0I 10' Esmt'.-I � � 11C14 25.00' I 276 CD 0 1co I00 I °° 140.00' 9001, 21 I Esmt. 25.00' �10' °° I a 140.00' 274 m 10 25.00' do° a U I I I^ 3 of 01 Im 277 o 140.00' 9a0o ^I o I and I °j 140.00' 273 I• I0 I 9dod O I o I 278 140.00' s°°o 0 N I 0 o I I �I 9doo 140.00' 272 to I I ►^ ^ w 1 °o 9d o I U 1 I I of 279 � o6 Go 140.00' Q'i 9aoo• U ^1 o N N CV 1 Z w I ad o D 271 to m x 140.00' I o z I 9dod �My�•� 10' Esmt. W �; of - 280 140.00 a00 -1 ^I 0 0 270 I to a°o I 9 to •- I dod 9 I ; of 281 140.00' 9 0°0 01 o 0 - 50 0 50 Scale 1" = 50 ft 150 '• A •. r 4 �`;'�'AL LASS•''• A TEE CYPRESS POINT WEST zp'f. A R Il 1 NS.A S N PART OF THE NE1 /4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, 1 �1 R E G I S T E R E R PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: PROFESSIONAL ' BEGINNING AT THE NORTHEAST CORNER OF LOT 4, CYPRESS POINT, AN ENGINEER ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON J� THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD; THENCE NORTHWESTERLY�Yo' „ ,� „ pD tl No.5033ALONG HAND RC OF A 1 TO THE ON38'46 R8' W, �' A CHORDyr BEARNG DISTTANCE F 5209VE FT.; THENCE E N4719'507W, 193.52 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N49'40'28"W, 38.85 FT.; THENCE S51'12'46"W, 158.41 FT.; THENCE N56'O6'04"W, 75.23 FT.; THENCE N85'08'18"W, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; THENCE N19'46'32"W, 200.23 FT.; THENCE NO3'37'03"W, 186.11 FT. TO THE SOUTHEAST CORNER OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; THENCE NO2'49'22"E ALONG THE EAST LINE OF SAID N3/4 W1/4 NE1/4 NE1/4, 873.37 FT.; THENCE S8T35'41"E, 152.93 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N63'48'07"E, 104.56 FT; THENCE S84'40'41"E, 87.90 FT.; THENCE S05'19'19"W, 50.00 FT.; THENCE S02'49'22"W, 838.00 FT.; THENCE S8T10'38"E, 190.00 FT.; THENCE S02'49'227W, 27.12 FT.; THENCE S8710'38"E, 140.00 FT.; THENCE S02'49'22"W, 46.75 FT.; THENCE S8710'38"E, 190.00 FT.; THENCE S02'49'22"W, 32.31 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S18'33'53"W, 122.09 FT.; THENCE S34'18'25"W, 4.36 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S08'05'07"E, 33.71 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S48'54'14"E, 28.83 FT.; THENCE S4719'50"E, 193.52 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S38'46'18"E, 66.97 FT. TO THE NORTHWEST CORNER OF LOT 232, SAID CYPRESS POINT; THENCE S59'47'13"W, 50.00 FT. TO THE POINT OF BEGINNING, CONTAINING 13.0965 ACRES MORE OR LESS. 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. RANCH PROPRTIES, INC. SJ�j/o3 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 BY INSTRUMENT NO. 89 62166 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, 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. S-30 -03 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, 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 REGULATIONS HAVE BEEN COMPLIED WI . -�j a o DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. L-z-0 -� DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION °O' I CERTIFICATE OF RECORDING j 2s.00' 9doo GENERAL NOTES: 140.00' THIS DOCUMENT NUMBER 20630S1326 FILED FOR o m 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS o H �0 9d� RECORD Tune 2 20La3 IN PLAT BOOK 2, ALL EASEMENTS SHOWN ---- ARE TO BE USED 269 IN 2s.00' PAGE �(r R FOR DRAINAGE AND/OR UTILITIES. CAROLYN STAL=Y, "reslf County Clerk & Recorder ;$ ya° ys"•c,a,•"". 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION N �� 2 82 0 �� C 4cY J �.� OF LOT LINES AND NOT POINTS ON A I ^ 1 .� +lL CURVE. 140,00' N ° 3'ti w ,. ° 1 NE 114 NE 114 gym` ; = s { 4. DISTANCES SHOWN ALONG CURVES ARE s 0-00• SECTION 14 CHORD DISTANCES. g4 . O �10, Esmt. :8 1;r ao T-2-N, R-14-T1r _ J2 ♦ " O 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 ye; ""v N�`.� CN 6. THE MINIMUM FLOOR ELEVATION OF 265.00 IS THE MINIMUM °j 140.00' _ .• REQUIRED BY LITTLE ROCK ORDINANCE. 2 68 1N7 S87'10'38"E 190.00, ©N "''"" SE CORNER 1 ^ 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, N3, 4 wt/4 NE7 CT NE774 I"5 N- �j� SECTION i4 - 25.00' 25.pp� O , 10 17333'35" I to I 9do 9o•°O, 140.00 a� 50 �0' NN ADJACENT TO THE STREET RIGHT-OF-WAY. 4+ (n 0o d 9(9 I `�° 1 18 )87'10'38"E 140.00' g 3 z N 9�ryoo 135.19, °6'sy I 283 1 r^1 9oaO, / 140.00' doo OCN if) O . 1 I 114 r--10' Esmt. 9 In � CO A 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 LITTLE ROCK, ARKANSAS. O I MINIMUM FLOOR ELEV. - J N 265.00 000 2 8 4 186'57'00" 17303'00" MINIMUM FLOOR ELEV. A m I I� z o I �, of zss.aa ILO W / 170'49'20" ®o S87'10'38"E 190.00' g 267 I C iv 1 ai I 9g j 140.00, _ (��] O 50 00' N I� a T303'0� " m� 1 ` ^�/ I MINIMUM2 9 V ELEV. pOy ° �� rn M MINIMUM FLOOR ELEV. 1 w J' - I N C>o W L- p5 4: ,v. 265.00 `-V'� "t N CT 265.00 184 �7'0 w z (I, �ti0 cNib c'�5`, °•j,`1° - 25 Bldg. lines_ �S I /b �h 164'15'3TJ M _ to 9�5n m o 120.76' 'O, J a�ryb�' 30 U z ® O 140.09, �� 25.00, 25,�00'{ ` MINIMUM FLOOR ELEV. r i N �kti a 9 6 BUCKLAND RpA j59�,' _11 4� 4325" 265.00y �$ /I 25'000, ^6 , 1 4 C3 N8:oa S R225.00 p s125�,Tw 125_29'_ 35.9T e°o?sJoy $4 '`� CDS18'33'53'W lop�/ »Ob� hod o� 74.05' $ 111.83' / 2S 1 p ?s• / LC 122.09' 19'98 60 - do° N - - 17.32' ^>1 �o C7!°3• -81d9. Uns 1 vi1`y _ 9 �_ 1 1 �• �// zn bo 13 I I 1� Esmt.- ] L- � ` 25\ \ ��" ® '��Cp eT7 / g3p9 ma mo �° o R25.00' 265 2 6 4 I-s o' ��o. 1 `\=p`� j�� CDS08'05'07" E MINIMUM FLOOR ELEV, ^r MINIMUM FLOOR ELEV. O 2631 2 62 - �� �6�35. `( LC33.71' NE1/4 NE1/4 �z 6 6 265.00 265.00 MINIMUM FLOOR ELEV. 01 I MINIMUM FLOOR ELEV. 6id9 One \ 0 ��_ R525.00' SE1/4 NE1/4 I I - - 265.00 / 265.00 0 ��CDS48'54' 14" E MINIMUM FLOOR ELEV. p ® LC28.83' 0 p 265.00 _ 10' Esmt.-"j 2 s� 6703'00" O 5,0 a i S.i JOy 0do° V 1 {l'l, •�'f r MINIMUM FLOOR ELEV. 3 o J �,h°j i 9g 2 LIMITS o 00Y.11 000'-�- 9doo " 6.86' �go6tia 10 �0 1� z6s.00 ��,z O - °� 9191' 190.12 g N85'08'1 2 a `p5z� 6 ' _ R475 00 8 W 318.29' - - _ _ 13,W ��' �- © - o-- N1 CDN49040'28'1 LC38.85 ARKANSAS STATE PLANE COORDINATES O N 175082.12 E 1173678.33 T O2O N 175253.89 E 1173503.4 1� �� j g PLAT O F N 175253.89 E 1173503.42 Q N 175279.03 E 1173473.80 _ �/' O N 175221.76 E 1173287.32 88 TRACT "S" LOTS 261 through 284 6 N 175221.76 E 1173287.88 _�- O N 175248.73 E 1172970.73 THE RANCH - LOTS 299 and 300 Q N 175202.69 E 1172786.27 Plot Bk. D, pg. 265 Q N 175391.11 E 1172718.53 QO N 175576 85 E 1172706.79 11 N 176449.15 E 1172749.80 N 176442.73 E 1172902.60 Q N 176488_89 E 1172996.41 ® N 176480.74 E 1173083.94 15 N 171430.96 E 1173079.30 16 N 17559,397 E 1173038.03 1© N 175584.62 E 1173227.80 18 N 175557.53 E 1173226.47 Q N 175550.64 E 1173366.30 �0 N 175503.94 E 1173363.99 1 N 175494.58 E 1173553.76 N 175462.31 E 1173552.17 N 175346.58 E 1173513.30 N 175342.98 _ E 1173510.85 © N 175309.60 E 1173515.59 _N 175290.65 E 1173537.31 © N 175159.49 E 1173679.60 N 175107.28 E 1173721.54 CURVE LENGTH DELTA TAN. RADIUS C1 59.84' 1708137" 30.15' 200,00' C2 329.94' 37*48'29" 171.23' 500.00, C3 191,17' 21'54'24" 96.77' 500.00, C4 109.90, 31'29'03" 56.38' 200.00' C5 36.39' 13'54'02" 18.29' 150.00' C6 121.08' 92'29'57" 78.34' 75.00' CYPRESS POIN TWEST AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NE1/4, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS MAY, 2003 © VV1L111[1[1G^DA 111GR & s:LYi]'ocm11[G 9 ffiLL.e 0 CML ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 SQL N -1/5rr R225.00' 19Q1791 CDS38'46' 18" E LC66.97' a I R175.00' CDN38'46'18"W b, \ 232 LC52.09' s59 50� d, j PLAT BK. F, PG. 110 �0 4 \� L1 � \; tt tow LAT PAGIS Marker # 2090-0018 signed BY: �c�J DATE: Job No. 02-0278 Ined E002 EV 0C 9,0 6 unr uoW 1V1d\9Ed,10\H3NV8\E00d\ N