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Home My WebLink AboutS-0110 Map 1CERTIFICATE OF FINAL APPROVAL. Pursuant of the Pulaski County Subdivision Rules and Regulations, this document was given approval by the Pulaski County Planning Board at a meeting held _ , 19 _ All of the conditions of approval having been completed, this document is hereby accepted and this Certificate executed under the authority of said rules and regulations. Date of Execution Name (signature) Engineer -Director Pulaski Co. Planning Board CERTIFICATL OF ENGINEERING ACCURACY I, _ hereby certify that this plat correctly represents a survey and a plan of improvements made by me or under my supervision; that all monuments shown hereon actually exist and their location, size, type and material are correctly shown; and that all requirements of the Pulaski County Subdivision Rules and Regulations have been fully complied with. Date of Execution Name (signature) Registered Professional Engineer No. Arkansas ENGINEERS - PLANNERS 1218 WEST THIRD STREET LITTLE ROCK, ARKANSAS 72201 AREA CODE 501 375-5331 C E R T I F I CATIONS CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations and under the con- ditions of Ordinance No. 11338, this document is giver, final approval by the Little Rock Planning Commission. All of the conditions of approval having been completed, this document is hereby accepted and this certificate executed under the authority of said Rules and Regulations. Date of Execution Name Planning Administrator Dept. of Community development Little Rock CERTIFICATE OF EWINEERING ACCURACY I, , hereby certify that this plat correctly represents a survey and a plan made by me or under my supervi- sion; that all moments shown hereon actually exist and their location si_e,type and material are correctly shown; and that all requirements of the Little Rock Sub- division Rules and Regulations have been fully complied with. Date of Executio lame Ark. Reg. Prof. Engr. r Land Surveyor U R G E R. NO. REVISIONS 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 the within plat. I Date of Execution Name A rem ss Source of Title: D.R. -page CERTIFICATE OF RECORDING This document, number filed for record 19_ in Plat Book page - Name Clerk For Bill of Assurance and Deed Record Book Page CURVE DATA 20 DRAINAGE B UTILITY EASEMENT \ N89022'43"E 609.94' TANGENT = 1 = 295 '---,•• NW COR. NE1/4 SW 1/4 ARC LENGTH = 29" 192.53 78.5 138.9 /150.01 +a _ _ _ DELTA 58° 7. 59" SECT. 18, T-I-S, R-12-W , CERTIFICATE OF SURVEYl10 ACCURACY I 30'ACGESS,DRAINA E BUTILITY EASEMENT RADIUS = 2F1741 4 I03 m T I CHORD = 282.25' 1, i,<J:eby certify that 150.0 - DEGREE OF CURVE = 19° 56' 56° this plat correctly re esents a boundary TEMPORARY EASE p OO P Y Ir Y � 90 I FOR SEWAGE TREA7- r survey made by me and tDundarY •iarkLrs IMEN7 PLANT. �� i shown hereon actually exist and tL TANGENT = 164.16 it 102 I` 78,5 j I , DELTA = 60° 03'02" shown. 149.99 location, type and material arc correctly r ARC LENGTH 29Z 70 _ � � (Signed) RADIUS = 284.05' n CHORD = 284.26' rI Date of Execution Name, RegisteredI0) I ' DEGREE OF CURVE = 201 Land Surveyor NO. Arkansas r~ 1' TANGENT = 160.86 100 n ARC LENGTH = 310.29' DELTA = 37° 16' 29° 149.98, m RADIUS = 476.95' CHORD = 304.85' 5 DRAINIGE B UTI LTY DEGREE OF CURVE = 12° 00' 00" I ►- �"~0 I t-' ) �,... TRACT I EASEMEIT 100 51 0 100' 200' 149.9 (6018 ACRES) II TANGENT = 75.0' N - GRAPHIC SCALE eD Q..�� i ARC LENGTH = 142.45' 98 I 1 I O I DELTA = 44 ° 18' 33" 3�P RADIUS = 184.20' �� pa CHORD = 138,93' DEGREE OF CURVE = 31° 06' 06" 3 97 I n W '- � 3$ I o 4/ 149.9U I 5 0 6 r LEGAL DESCRIPTION 96 0 �� I r 4 Part of the SW 4 of Section 18, T-1-8, R-12-W Z 49_95 n _�_ Pulaski County, Arkansas, more particularly described N 0_Q0 - A �.0 as follows: ov 95 r j 29 m: Beginning at the NW corner of the NE 't SW 4 of 0 10'DR EASE BUTILITY ,°� ��•• * ' v 104 t said Section 18; thence S 0 21'44" E along the East EASEMENT -148'g oT�p M 107 ^� w Line of said NE -„ SW 4 a distance of 13225.88' to the = RAft - �� OI 10B C SW corner of said NE 4 SW 4; thence S 81 37'42" W i99.951; ,� 9 4 03,g1' N I t7 thence S 12°21'46" W 145.06' to the North right-of-way p O% 1060 5'DRAINAnE e N line of Holly Springs Blvd.; thence S 03 I l' S5" E 66. 19' 42 s of u71uTY a o to the South right-of-way Line of said Holly Springs 105 A G EASEMEN7 O P+ ° Y Y P Q +� . N Blvd.; thence S 18 49'01" W 155.49'; thence �. mI t2`�1 = S 89014' 01" W 250.0' ; thence N 06°52' 36" W 288. 10' ; 93 e�j •Ps�e ^-, o ;1 thence N 29°42' 29" W 300. 13' ; thence N 59022' 46" E 139. 56' to the South right-of-way of said Holly Springs Blvd.; oo S G'H� 45g' 76.1 Q�.P�3E �q I I thence N 30°31'46" W along said right-of-way a distance of -- B �74 MNfy %J' [fo\� hIC9 70.0'; thence along a chord N 42 53-07" W 108.73'; thence n 92 ' - - 1 N 34 45 30 E 60.0 to the North right-of-way Line e. said 50', R/W 26. 6�0 38A& Holly Springs Blvd.; thence N 20°21'46" E 148.45'; thence 65.0� 5 3 sc� i N Y27'49" 0 760.47' to the North Line of said NE 4 SW \O ` �}✓ 113 W 110 tEien'ce N 89 22 43 E along said North Line a distance of ti' o, r fi 609.94 to the point of beginning containing 21.95 acres �aO\ �j-o�924• 1 III $ more cr less. O112 GENERAL NOTES L ALL EASEMENTS ARE 10' CENTERED ON LOT LINES 8 ARE FOR UTILITY 8 DRAINAGE EASEMENTS, UNLESS OTHERWISE SHOWN. 2. ALL BUILDING LINES ARE 25' UNLESS OTHERWISE SHOWN. 3. IRON PINS SET AT ALL LOT CORNERS EXCEPT AS SHOWN. 4. RADII AT ALL STREET INTERSECTIONS 25' UNLESS OTHERWISE SHOWN. 5. ALL DISTANCES ARE CHORD UNLESS OTHERWISE INDICATED 6.LOTS WITH ROUNDED CORNERS ARE MEASURED TO POINT CF INTERSECTION OF LOT LINES. 119 6DRAINAGE B 'O- 5D0THU/ESiE2N 2F11 PDLICY l5 -FO VVIE-Y AZL AJZW UTILITY EASEMENT - \ �' / -I-ELEP1&M P-ACILLTIES IF FEASIBLE • T£LEPHDA/£ PLANT �q y ` \ 115 118 \ a 124 /S A11 T CbM F9 F19LE U ITH ZRAINAGE USHGE 1] BJ06 2°�C?� \ s "- n�. ��,\ \�o 4 SURIED CtI Fllle' S FEET OF EASE/YIENT CLEA/L \ 0\ 1- �' `� `� a �' DF Z)ZA//VAGF 15 /ZFQU12ED BY THE ?ELEI�HDiUL GaI�DAaY. 11 91 ,� �s I17 J" �'R _ e3 ORIINAGE 13 a \j \SO , ��..'. \ 11 6 JTILITY 6 �G4 B SE E T `I'��G�" - -- / / t. `/lX Wes• 90 , 5g.90 sr 12.4 NTWK, SDPI/. - OS P ENBo . 50 �Oq9� g56\ VN�'' ,Ss S.Gu. FS 2 •T. 1 l % i ✓ u jl'-000 9 R6 �° �'01 SW COR. NE 1/4, SW 1/4, / 89 �� 9 `' 123 \\122 I SECT. le, T-i-S, R-12-W 0, 124 \$ \ -'? LEGEND 88 \ O� p?' S8)o g7 42 W f�et 3 �4- IRON PIN SET IO DRAINAGE 8 UTILITY - \ - �0 \ ,- EASEMENT 125 IRON PIN FOUND �o -�- a, °• e87 Yo cNh CONCRETE MONUMENT FOUND Q >.0 j ® co ON E N G I N E E R DATE DRAWN BY: d9 - rr DALE PROJECT NO. CHECKED BY: 7 MARCH H 1979 APPROVED BY: I e ' OO �- 276- 202 II I ids •a 86 Q Azl� 84 pP� � fill), _12Fi-1 S 89014' 01'•W 250 S L APPRO 83 �, 3 d. i, DATE: - i s --� JOB N0:- . i /2 �3 _ cR -S EASEMEN8 UTILITY NC . ;)UN I(, L. III IEr1I,!;PI', SHEET NO. 171 N A L P L A T FRORSSIONAL „�� KING:NE * rlo 1 J WOODLAND RIDGE PHASE IT tx`�L'� @w.<1 a