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HomeMy WebLinkAboutS-0046-GG Map 3CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER OVERLOOK DRIVE f PZ CR �PN�PG r7�+B ERLgkE HE4IRTNS14E R. R. NAYFIELO RD. R00000 OVERLOOK ORIVE �$ o� TH15 LAT .A VICINITY MAP 90 (NTS) 76, 7rysf� worN� v. U v ��1 Ix h a. so. 'EN ^�4a. ss3'o2/288- 8737'05" 76T8• \\ 14 •7� o� h / p,, TR pp .irye 4� //b �s�a 4`?92jry1t, o i N h C'j0 � 04 N33'21' 10" E 520.14' 150 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 18850 3S13'51" 96.98 325.00' C2 130.03' 70'57'24" 74.84' 105,00' C 3 C3 44 65' 77'31'40" 26.50 33.00' C4 184.51 1.759'01" 92.72 756.00' - '.. C5 69.36' 04'23'07+ 34.70' 906.20' C6 19687 156.39'43" 348.62' 72.00' .. >> 103 „H 4 t p AG �2600+ 79101 J i 32) S66• , 100 rb, 2?S,6- i' )9 32) 11 p0S g4 / 99 lit �soa 1p 1 149 a A e?s AAA °o 193 147 �^� �•� !l/ /� i 206'15'30" S0 14 m� 4' O Toro• / / $ '�• — 0�\ 70 oq Z8 9 % 151 °•g3'4s" / 9 4s is4.83' 'SO h a ..m-c^3--r.w � � 77 •� ?5' hyy In 4y w 100 0 100 Sccle 1" = 100 ft 300 - DRIyE�. y. i 00 r 0v\ f 90 71 m o )p. Y� 4eq�y�Ostr I 95 I dry' 72 \ �0 \ ��\d \ •�\\ mom °� '9322 s OSQ 'his 03)S't 54.26,E ®`\ y ' q SF N80 25 A\ q ��` ' �y \ 146 OcT7oN 39 70.00'- 1,4.26' ��° 58'49105" oy ` c� ,\ % 70 q'S3 105'46' W 15' 97 141- 3p" o dB• 13 ( d 21 1 ��p77 g6`�v �8\ CT 6 > 6 -+2 `O d' ' - �•. \• � - �b N > .••� 2 S6 =. 70,E �2. 142 145 so `'off 143 ' 7s fir -vA S64 50' 14" E T 1 29.80', O� 144 9 5 N` S74.00'40"WSIP �\ 2 yd y a^ J 3o?s © 9 2� y 6' o ooa ^� 351 �, 73 L,� Esoi. I 6 5 �3 o y r g10 4 8 2 e 9 o 9 7j557 766 A 06 wd, % - ,motet C-511 i. 152 oy 0 9 ?_ `kS• 6• ^1 h 6 6 48 15' 9 '.:..?s& E , 4'� 6 ^y 64 r N7 s[r. N18'00'49•W ro _ \ y h \�1 �Qg ;' s0 -�� % 1 ' 154.71 's> & As �� o h m �23. �mt 6 _ 298 2s�„ 4773•, 4001r 14UR I 176 M b s 4 \ m ry30 r w g 9 \ Ni, m oo i 19^h he,�o 6B> 'I s 2 /140/ \ \ ,°& • 3 "' \ \ pa 175 9go is Bid7•\ e Bacot ss w m SS) I \\ Oro \ ^o4g3 �ary!`s � 7'39, \ ,� y. L,na � 2g._ �.._ Poaem .; 1a` � � C 23•q , vi a 3 4 1, Sh Driveway. Drainage .h°FtFb ^°9 174 g o°�� 111 4 - 4' N�s 6 , . ys \ ° 167 ^p °° 7S010, I j & Utility Esmt. y oy o +t \ ry o 0 2— _90.8 0 6 \� '38"W j" •.0 \ •:^y '� 127 Ns0• \ [} 9 m •.y 'o ro n P° >>\ 4b.67' ^ 8 s�' o r. o d a N \ -s' o •00, . lill to 1 53 rs•°^1K g N 1 73 w 06y '� m N o\\> 'F N m / o h e 0 44\ ^od N % \ iv Zp a 9S 0 a �o �3s, �� g725 166 $ o, 360 4 r°. \ S) \ o N 172 N ''�� 154 \� ^ ^ �snr 3g, kti° $ N no 171 h c4 or \ \ 7Go oy 70 \ 388 \ n o N ��1 9 3 \>02 N 155 NNSyy 'S e\s )04 4 y^�y 170 �h �82 \ �� 165 g 165 13020\ O \ m •yd v g 4ryB o 469g ) `8idg, •^0ya S 7^ �d• \ N \ line o. - 7 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. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, 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 REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 166 2 55.00, 'b 156 y a ^ hI I\ -740 6 \ oh ` _9 yd phy ry 1�/ c \\ j3 8\ �y� Bk. 925, Pg. 265 od u6 CO y ti I o.\4 0 0 titi o // w% �\". 3 .\ w 90�0 ss 0 00' g5��' o N ^^6 I I o°� �� O�GL 62.2g 6 \ 169 0// :so a rs e�83� 167 6 i IV ) 200 h� 157 1 I. s do \� )5 = Z Q 3 02' � \ j003 ` ro// 00� 2 r 168 i 7'2g.,w 4 �30.30' e9 rop I I� ,,�•s5 .n �60\ 3, g, �,(Z �75.5g• \ v ^^// .^5 00.30, 45`001 ,bzv I P li mh 85 00, ,°y 15�J .0 I - 158 o� i 170 ss ® 7.5' o f 71 �50 0o f ya ^5 �' 159 N° FOl6Rop 1-2 7N71•382SJ L M p '�' FpU r W 4 �4� a a LEGAL DESCRIPTION �T BpOk � IYTly 10 I ��173 02.75' 1' PART OF THE SE1/4 OF SECTION 23 AND NE1/4 OF SECTION 26, T-2-N, R-13-W, ac. >q ITI01 Book 2B, "174 \\)2 LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED ` >3 AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 106, OVERLOOK 17s PARK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S66.42'25'E ALONG THE SOUTH LINE OF SAID LOT 106 AND ALONG THE SOUTH LINE OF LOTS 105 THROUGH 95, SAID OVERLOOK PARK, 1005.94 FT.; THENCE N80.52'45"E CONTINUING ALONG THE SOUTH LINE OF SAID LOT 95 AND ALONG THE SOUTH LINE OF LOTS 72 AND 71, SAID OVERLOOK PARK, 254.26 FT. TO THE NORTHWEST CORNER OF LOT 142, SAID OVERLOOK PARK; THENCE S21.00'47"E ALONG THE WEST LINE OF SAID LOT 142, 168.85 FT.; THENCE S64'50'14"E CONTINUING ALONG SAID WEST LINE, 29.80 FT. TO THE SOUTHWEST CORNER OF SAID LOT 142; THENCE S74'00'40"W ALONG THE NORTH RIGHT-OF-WAY LINE OF WOODGLEN ROAD 19.70 FT.; THENCE S15`59'20"E, 50.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID WOODGLEN ROAD; THENCE N74.00'40"E ALONG SAID SOUTH RIGHT -OF --WAY LINE, 47.73 FT, TO THE WESTERNMOST CORNER OF LOT 140R, SAID OVERLOOK PARK; THENCE S57'44'04"E ALONG THE SOUTHERLY LINE OF SAID LOT 140R, 334.30 FT, TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE EAST LINE OF THE NE1/4 NE1/4, SAID SECTION 26; THENCE S01'49'43"W ALONG SAID EAST LINE, 640.82 FT. TO THE SOUTHEAST CORNER OF SAID NE1/4 NE1/4; THENCE S01'59'43"W ALONG THE EAST LINE OF THE SE1/4 NE1/4, SAID SECTION 26, 30.00 FT. TO THE NORTHEAST CORNER OF LOT 184, FOXCROFT FOURTH ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NORTHWESTERLY ALONG THE NORTH LINE OF LOT 184 AND ALONG THE NORTH LINE OF LOTS 183R THROUGH 167, SAID FOXCROFT FOURTH ADDITION THE FOLLOWING: (1) N73.10'25"W, 181.07 FT.; (2) N69'05'28"W, 350.00 FT.; (3) N66.44'33"W, 369.00 FT.; (4) N71'38'25' W, 402.75 FT. AND (5) N76.37'29"W, 400.30 FT.; THENCE N57'08'29"W CONTINUING ALONG THE NORTH LINE OF SAID LOT 167, ALONG THE NORTH LINE OF LOTS 166 THROUGH 164, SAID FOXCROFT FOURTH ADDITION AND ALONG THE NORTH LINE OF LOT 245, FOXCROFT FIFTH ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, 330.20 FT.; THENCE N55.18'29"W CONTINUING ALONG THE NORTH LINE OF SAID LOT 245 AND ALONG THE NORTH LINE OF LOT 246, SAID FOXCROFT FIFTH ADDITION, 160.91 FT.; THENCE N37.04'27"E, 756.81 FT. TO THE POINT OF BEGINNING, CONTAINING 1,475,317 SQ. FT. OR 33.8686 ACRES MORE OR LESS. AR STATE PLANE COORDINATES (NORTH ZONE) Q N 164863.09 E 1203301.57 N 164116.52 E 1204887.47 76 ~ `74 4�9 00`' `10 5.3 a yyad )4`4g �t N>q 15 2.7g• `6.1 e ^�g �01'"O `W 10 G61 2__ BId�Li % \O m 74'- M NO O.0•66) 1 ip'R 4 N7g39.05,w _..^`_ aM a a N 160 oa"tiy ��1.28 _ rsa >5 - `t OD c o �4 7 56)6 9' 7� 1 J / 62.0$' m `oJ, rn 161 ^pry' 75 BtdIct9 Line _ s i p '�� NO, y�� N N N 0b V) 0 162 ^° O N6 S u1 ( v= 1 o a?163 — to.o 164 36y� �L8g �� 0 0, 00, N a.r OD M k ~ N 00 180 % N69\°� o °co S s1 W 3 h o m S0 00• 00� 26 T3�y 9SO I utheast corner n a FAX 82 07, �o o°, NEt/4 NEi/4 F o CR ss mh o. oI SECTION 26 m` n PI �FT FO ® �1�SOp+'o o T-2-N, R-13-W �3 a Bock 4'4rF1 qD 183R 2g, At 3 1 p,25 M S SIT p �� 18j.07' ryw z c5 O Cho my I N 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 LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 050181 0061 F, Oct. 19, 2001) 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 D.R. PAGE INSTRUMENT NO. _ IFICATE OF FINAL APPR 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 PAGE _,FILED FOR IN PLAT BOOK . 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. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ALL LOTS HAVE AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL TRACTS MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. PLA T OF LOTS 143-177 .� & TRACT Z L(10)K Tp1AT_D_177,* AN '\II)11)fll(1)V f(1) nO ('Ill (1)I I.I Ill 1. IY(1)( la. 1R1a\tiAti PART OF THE SE1/4 OF SECTION 23 AND NE1/4 OF SECTION 26, T-2-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS OCTOBER, 2007 , (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) ® VVJLZLl1l Zc-Da71=aY mS 111syil1®U. Ll Ll!ll 5, W(C 0 CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 07-658P