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S-0046-GG Map 7
CERTIFICATE OF SURVEYING ACCURACY RTIFICAT CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 188.50' 33'13'51" 9698 32500' C2 130.03' 7957'24" 74.84' 105.00, C3 44.65' 7731'40" 26 50 33.00' C4 184.51' 13'59'01" 92.72' 756.00' C5 69.3W 0423'07' 3430' 906.20' I C6 196 87' 156 39'43" 348 62' 72.00' 100 0 100 300 Scale 1" = 100 ft 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 F'rhL CERTIFICATE OF ENGINEERING ACCURACY OOfj- 106 K A A=7 I, TIMOTHY E. DATERS, HEREBY CERTIFY 5> THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE 104 ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS 1g32> >�s2• 3 HAVE BEEN COMPLIED WITH. 02 qT gk R PC i ,oOK 0 � DglvE= L C 93 .2j, / OqE s/ 1(Tt � R/� DATE OF EXECUTION 566,E 100 \ \ r� 6?600s 79327 100 .94 ,� 99 Op��LO \ \ 1110 / 98 ! _,•� 520.1 1 '10"E 149 1 9 •m ? / , pv' fi \ e szo.1 a xs 9. 59 otio m �� 150 / 96 95 1 :2 1 71 \ 70 4!d ht d 147 A�26 �gA�oOp# 90 20615'30" So ro kSy 00. 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B�300 -,ih s\ A 6 i A!767,29" ��3p3p' aaryo �� to�1/�i G� apd '68 W 40 6 I lao �,� `� "' _ , A r c \ F�'pG 95 6a O`,3p' 45 00' 8 51t`ry I I� so, ,� 14 -'- p`.. �42.7 / y45a Ogh 168 o \ 5.3 mh 00, ,0 15.0� 158 ,55 84g N>q,ss� 8 ,61 �g �0, \\ I 170 ,' ss ® 7.5' O ,O 2T?B W 261 ` Bid o \ n NID ` 15p 0 r—yak5 ° 159 py �4g �'h 10 Esmt 27� ` 16-�Ln�>o �O _ 171 / N7 0 0.74,_ ` 3 OxC• 2 1 36 L _ ? , 'o 68. i`i' $3905"W - q a pLA7- & FOU1�T l ( 173 2S W 402 7�47. `4• a0. ro 160 \ot kti' 7725' s5#ye .., 1 I ro o0 0 LEGAL DESCRIPTION gook FI S' 20 0 141 '• s 62.0 v 0 PART OF THE SE1/4 OF SECTION 23 AND NE1/4 OF SECTION 26, T-2-N, R-13-W, 24 p' ��Df�/0� p�r8°Ok28• p174 \\SO �N N 161 A 1ok1k� s' 1$ B�7/01 N �b �LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED �3 ,7 s ? N o oAS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 106, OVERLOOK %0' o oo 175 / � �� 162 h PARK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE iO S66'42'25"E ALONG THE SOUTH LINE OF SAID LOT 106 AND ALONG THE SOUTH 7o N56 \ �S. s9 � ) o I LINE OF LOTS 105 THROUGH 95, SAID OVERLOOK PARK, 1005.94 FT.; THENCE i 443 `00' 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 S6,V5O'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 S1559'20"E, 50.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID WOODGLEN ROAD; THENCE 1\174'00'407E 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) N6644'33"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. �kANSAs RIVER OVERLOOK DRIVE OE PZ• OVERLOpk CR. JPT1�P TIMBER tAiCE OR. Nn'SiOE OR. kAE1 p RD. ROCI( I OVERLOOK ORfW h0 I y � THIS LAT VICINITY MAP \, v 7S• %,St P°ter D (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) AR STATE PLANE COORDINATES (NORTH ZONE) 3„w II,�s 0 °ilo- _` 1p.o 164 1 177 /`369 00, U 4.1' ro 7 178 4� v N 4 O �\7\0 d n �69.OS ° o om / 181 3Jr �3g00• 0.00, 26_ yd 'tea �53 s0, I outheast comer a a F PO x I 182 �' �p ,0 s'. 00, 0 pl NE1/4 NE1/4 SECTION 26 o m n ss mh P T .F' ® {AT OIt 15 �5.Op' 0. o o N73'l0' T-2-N, R-13-W A it 193R 2�„ , 4oi pG. >4 �ij?xlOt1T RVC� 161 07' d. F�PG I CnO M 184 ' M m I o � 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) 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 D.R. PAGE INSTRUMENT NO. — RTIFICATE OF FINAL APPROVA 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. Y0 I DA)C454anC.�7-5 K L[1 JIR��!J• PLAT OF �(r/J7'Ll? POi.�7 GNL� LOTS 143-177 &° TRACT Z (0)VTPT_D1L(0)(])TT17' TAT-D-177 L911V ADIDMON ll® TM Cr ll O ILII'Il" Il'ILIE IRo CK9 ARKANSAS 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 13 VVllllllld —DA I[1!iL[Q.tY m5 191e120LL.lil]l 1 jWq 1!!V(C. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 07-658P