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HomeMy WebLinkAboutS-1313-P Map 2i ^OCA Old ' �. 0 , ' yt J VICINITY MAP CENTERLINE CURVE DATA DELTA RADIUS ARC TANGENT m 06-35'02" 275.00' 31.60' 15.82' ® 75'45'10" 75.00' 99.16, 58.34' ® 86'28'23' 105.00' 158.47' 98.73' IM 23-33'05" 1000.00' 411.05' 208.47' ® 46.29.37" 150.00' 121.72' 64.44' ® 12-48'27" 150.00' 33.53" 16.84' MINIMUM FINISH FLOOR ELEVATION (Z) 396.00 ® 403.00 ( 404.00 i9.69'W 8.22' 80 0 li E' 1.16, 5.16' Nes 6g IR A. PROPERTYLINE CURVE DATA DELTA RADIUS ARC TANGENT 1O 58'37'23" 60.00' 61.39' 33.69' Q 79'28'04" 85.00' 117.89' 70.65' 3Q 48'29'06" 60.00' 50.77' 27.02' 12)? 01048'08" 297.50' 9.36' 4.68' 12? 23.18'24" 262,50' 102.71' 52.08' © 40'43'11" 297.50' 211.43' 110.40' Q7 74.46'58" 25.00' 32.63' 19.11, 121 15'51'34" 26.00' 6.92' 3.48' 121 03011*55' 175.00' 9.77' 4.89' 10 07.32'27" 975.00' 26.22' 13.11' 11 100'54'34" 25.00' 44.03' 30,28' 12 79-05'28" 25.00' 34.51' 20.64' 13 95.52'02" 25,00' 41.83' 27.70' 14 85'40'07" 25.00' 37.38' 23.18' 10' DRAINAGE 3 EASEMENT 0 0 2-1 0 2 A,0 r � ; .o _- Y5•CH. FOXFIELD LANI N72'S9'6B'W 67611'W - 80.00 - - _1•00 0 TRACT BB fFUTUREI NOTES 1 SET 1/2" REBAR WITH CAP AT ALL LOT CORNERS. 2 ALL DISTANCES ALONG CURVES ARE CHORD DISTANCES. 3 ALL EASEMENTS ARE FOR UTILITY AND/OR DRAINAGE PURPOSES. 4 TRACTS, P-1, BB ARE PROTECTED GREENBELT AREAS. 6 REAR SET BACKS OF ALL LOTS ADJACENT TO GREENBELT AREAS IS 15'. 6 NO TREE OR VEGETATION REMOVAL AND NO GRADING IN CONSERVATION EASEMENTS. 7 ERROR OF CLOSURE EXCEEDS 1/10,000. ® ® THE DSGN ME MEHLBURGER DR SDN ® FIRM, PLLC ® hmsmem - B."" CHK GTS 2 11 south Izard o Little Rock, AR 72201 ❑ 501/375-5331 APVD GTS 26 0 ' 10' SEWER\ 1 EASEMENT IBA 110.72 ���ttt\ NP` 6 s 1 � r a\ g0p4' a' p6 S16 EASEMENT 25 iZx 4 2A \ PAGIS BOUNDARY COORDINATES NO. NORTHING EASTING NO, NORTHING EASTING 1 147122.00 1184668.57 38 146346.18 1184928.96 2 147088 1 0 1184674.98 39 146425,77 1184790.16 3 146980.53 1184715.68 40 146464.84 1184719.69 4 146876.04 11 4797.90 8 41 146496.66 1184649.14 5 146825.96 1184933.17 42 146523.09 1184573.03 6 146815.27 1185023.16 43 146540.53 1184502.37 7 146787.73 11 5 94.58 8 0 44 146 48.30 6 1184524.41 8 146738.61 1185153.48 45 146653.21 1184498.65 9 146663.79 1185211.16 46 146544.89 1184479.52 10 146684.35 1185271.90 47 146554.86 1184405.74 11 146503.85 1185 33.71 3 48 146563.61 1184326.22 12 146422.73 1185402.14 49 146577.33 1184247.24 13 146360.11 118547877 50 146606.89 1/84148.95 14 146225.93 1185611.68 51 146637.18 1184093.24 15 146161.44 1185747.16 52 146683.30 1184060.70 16 145940.95 1185702.58 53 146758.92 1184016.57 17 145826.79 1185715.16 54 146896.81 1184020.60 18 145822.45 1185675.79 55 146906.17 1184017.81 19 145845.43 1185621.72 56 146951.49 1183869.59 20 145869.14 1185515.67 57 147056.69 1183901.75 21 145866.66 1185466.46 58 147061.93 1183884.60 22 145869.93 1185457.69 59 147040.67 1183852.43 23 145884.88 1185415.60 60 146989.80 1183847.01 24 145937.73 1185328.36 61 147994.57 1183802.27 25 145978.63 1185284.27 62 147063.66 1183809.63 26 146057.85 1185093.02 63 147090.22 1183792.08 27 11 R0.49 1185022.13 64 147141.34 1183795.41 28 146079.82 1184998.71 66 14 7159.5 7 1183827.74 29 146091.64 1184946,58 66 147142.81 1183870.10 30 146098.09 1184949.02 67 147113.42 1183887.18 31 146127.02 1184955.52 68 147104.65 1183918.22 32 146136.49 1184957.94 69 147209.74 1183948.38 33 146186.05 1184854.17 70 147162.16 1184103.99 34 146259.30 1184886.43 71 147112,82 1184232.13 35 146329.97 1184937.12 72 147124.93 1184591.12 36 146433.72 1184997.43 37 146441.60 1184983.68 eENSRERG ADDITION PLAT 1-41 III l nY PHASE VI ®y" PLAT H-SOa INT OF BEGINNING ON aA low . g TRACT P-1 PROTECTED GREENBELT BUFFER CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF OWNER I, Wes Lowder , hereby certify that this We, the undersigned, owners of the real estate shown plat correctly represents a plan made by me, and that and described herein, do hereby certify that we have the engineering requirements of the Little Rock Subdivision laid off, platted and subdivided, and do hereby lay off, Rules and Regulations have been complied with. plat and subdivide said real estate in accordance with this plat. Date of Execution Wes Lowder Registered Professional Date of ExeClition Name Engineer No. 4943 Address Arkansas CERTIFICATE OF SURVEYING ACCURACY Source of Title: I, Gregory T. Sullivan , hereby certify that Instrument No. 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 CERTIFICATE OF RECORDING Regulations have been complied with. This document, number filed for record 20 in Plat Book , Page Date of Execution Gregory T. Sullivan (Signed) Registered Professional Land Surveyor No. 1096 Clerk 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. Date of Execution L.R. Planning Commission `i- PHASE VI PLAT H-408 i BLOCK 9 18 17 RQ2 20 I f I-e SBeT&IM. E Sao. / g raise •' 16 970.0a'2rE 1jLia.. �- p� / -✓ TRACT P-1 PROTECTED GREENBELT BUFFER \ 14 R /• \-\ 1`\ f----""' 10' DRAINAGE e• / �\ EASEMENT to T' •41"N Z S78.4T39'E S72'13K6'E Ser16'02'E S63.18- titoWT�' 1 88. L' Be. 7' I B, oAo' \ T� T7•a7'Ot' 88.6T BLOC 11 i8.67' 368.18.38•E \ 13 a2.4{E 28.48'E'%?-'1 3 3 3 1•er S80•f0'04• >u `• o SSA 58a'OBa. --ff Ya o o c ,•oe c 80.00' E 880.1 t1 ` Oap 1 \ \� 23 N Sp5,20•ae'E �� ,y8o �� R? fo �0 5 0o p o. 7 O'o4•E o•os•E tpgb i o o ; 6.00' 0.7 ,O•'k 76.00' S80.10'04•E \ \ e'r5p os ro n R 20 "o F °I i,r 1� oo 'o°o o. aa e0.00• 1 5t \ • p a N 25• B.L. uaa:23 y1 N8T1¢'00'W N83'18 "� 25 �m �'6 u o0 o q.,= �" 764 80.00,-,NCH. 80.0 CM. 06•W oo ^ h m A Y 0 g o f 4�8 22 \. 2 �� y51'1198]e Leo. ocH -S� - 10' UTILITY -,'° e, `\4 1 0.0 m DRAINAGE EASEMENT ITYP.1 4.38' vhi m ^ 10 pm eo N71.55'36'W 408_19'CH._SS6 .--.-�._ _ @ ,y3� .0`0•� 2a'S.L n" 9 e g7 67•E 81• F N80•r0• )��� _ -' nl dui. ' ADZ C9 gg.14'C �•/0'6B'4a'k� �.24'CH. tee 8p j8"J5 OxFfEI� t4�W 3 .0'pRAM'q a- 7ij?ec 5� 43•oS6 L 1g org". S78'67a3'E Ia:r'��.a�r _ ANE rao• q, 2Ze SEMEN7 SE �0.00_� p4j• et,^o C QJ. J N93• 1' 8� p•E o 25' B.L. -0.0 WI ® ` fir, w to : -Q'� Ne0-10 HB 4` �e•W' , \ O'ip• v'h I i W b m 6 n o 1 c o t- 84.08' o00'i �/. _ b n ♦ 0 to �7.ij7 @ m •" o E ^_ �YJ, Iv ,i' 26yC 1rA b• B'L ry52o10 7Gt 3 'li'�6•'i:'�'3• a.B �g^ti>'.J.4�.p`V�kJ �\� or • 8 I �.- ¢ i 23 B.L o?c! \ �j Q. 0 n 73 L O® ®Me•Oe'0e'W 42 7'W NePd0.t1r eo.00•` oI t o o^I Vi F 1=! i WBY1 10'•H tor' CONSERVATION EASEMENT ��•W ® N8p'f0'p4•M' b0.b0:; N Imt N - I'7 1a. 0Y ! �jp� \ O�\ N a'43-20•V'1 1 p0 06'W NO ACCESS EASEMENT W0.0y rl w J n die `L 110.00' ' '� ®N6Y ® SeOy I Nev23'te•w At 5 - h2j 0"39"W 0•o4•E ^ TRACT AA o„ lu fort• ,W 08 / 8.0p, F I 770.00' o^ 3 llia"10. ® f0' DRAINAGE _ 16' CONSERVATION EASEMENT EASEMENT -' U ..il I Z 1�1 I4 �-i : @�� \ I^• b NO ACCESS EASEMENT Ir1" ', 1. l� m n1 W Im m 2 c-sp 9 J O� - $ Ib 2 hl I I z X I I h m w- 10' DRAINAGE I Y e O EASEMENT NeP29'ID•w o t �.� '00.1 11'3�81a`E�I f11L0.00• e 5 07L S34 -__ V,00DLANDS TRAIL _. _ P I LL t to W 312829'49•W h g _ _- _ _ - = A' d DRAINAGE / f a5' Ri WI (FUTURE) '' u 1 Jo 0 .�.dE/ . '5 i 10 � 1 10ASEMENT ' SEWER 1 / '{� O' D EASEMENT "� n I„ M T _ oa 520•. 3 i �N2 9CH.'E I_ %� _ 68.124 r. y \ \ \ ry5,�.23.31'C so �2 4�i1609� 111---� NTH 46'1a•W ® N84.26' �^• 6.i2'gt Q M' CONSERVA Chl EASEMENT NN• W {e n. Nia•oe•26'E E 9.77, • NO ACCESS EASEMENT CN, N12.38'30'E 26.e3' \ �` aSE 2B.6a' N00'09'0S•E 11.97'Cl4 =e7.e/gi \\,\ 1/20.42'23•E e•B0•C16 0 •• �'IY Ile OT42'W * i - e0.14' to.ae'T.1i N4TOe'81YW -. -- Ne0 ar a"w 10t�� WIL FLOOD PLAIN STATEMENT A _ ____ TRACT R-> PORTION OF THE PROPERTY SHOWN IS LOCATED PLAT H 733 wi�sE �n WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED rLAT G-642 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. / 1 1 -3,5 050181 0081 F. PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19,2001 TRACT P-1 PROTECTED GREENBELT BUFFER WOODLAUDS TRAIL PLAT H.665 28 27 \ 1PI,cT G.2 1 PROTECTED GREENBELT BUFFER TRACT P ' PHASE VI PLAT H-408 1 PHASE IV PVi G-94T 20 21 GGy SRACT P 1/ WERSFY SCALE THE PLANS AND SPECIFICATIONS INCORPORATED BAR IS ONE INCH ON PART OF THE NE1/4 OF THE SW1/4, PART OF THE NW1/4 OF HEREIN, AS A PRODUCT OF DESIGN' SERVICES, oRIcINAL DRAWING. SECTION SW1/4 AND PART OF THE SW1/4 OF THE NW1/4 ALL IN IS THE PROPERTY OF THE MEHLBURGER FIRM D-1R SECTION 8, T-1-N, R-13-W. AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS t jr). DAT E REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. PROPERTY DESCRIPTION Part of the NE 1/4ofthe SW 1/4. par[ of the NW 1/4ofthe SW 114 and part of the SW 1/4ofthe NW 1/4 all in Section 8.1'-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as lit lows: BEGINNING at the Northwest corner of Lot 2211, Block 9, of the Final Plat of Woodlands Edge Addition (Plan H-504); thence along the S nif ovesterly line of said Final Plat of Woodlands Edge Addition (Plats 1i-504 & H-408) the following sixteen (16) bearings and distances: 1) South 03029 14 last 1115.39 CceC 2 South 3 552 55" Bast 69.45 feel; 3) South 43052 42 East 118.61 feel; 4) South 70'1),1'31" East 143.90 feet; 5) South 83013'27" East 90.63 feet 6) South 68055'02" East 76.54 feet; 7) South 50°09'00" East 76.72 feel: 8) South 37"38'41" East 94.44 feet; 9) South 37°24'02" East 100.00 feet: 10) South 37030'57" 1-14 101.50 feet; 11) South 4(rO9'(17" East 106.13 I -eel; 12) South 46032'25" Bast 105.57 feel; 13) South 46956*43" Emil 181.90 fi:el; 14) South 6492'45" Fast 150.04 reel: 15) South I n6'28" West 224.81 feet; 16) South 06017'10" Fast 115.00 feet to a point on the Northerly right-of-way line of Wnndsgate Drive; thence alnng said right-ol=way line South 83°42'50" West 39.61 fcet; thence along a curve to the right having a radius or 60.00 Icel, an are distance of 61.39 feet and a chord bearing and distance of North 66058'29" West 58.75 feel to a point tin the Northerly right-of-way line of Woodlands'frail; thence along said right -or --way line the rollowing eleven (11) hearings and distances: 1) on a curve to the tell having a radius of 85.00 reel. an are distance off 17.89 feel and a chord hearing and distance of North 77023*49" West 108.67 feet; 2) on a curve to the right having a radius of 60.00 lect. an arc distance of 50.77 feet and a chord bearing and distance of South 87"06'42" West 49.27 lea; 3) on a curve to the tell hav ing a radius of 297.50 feet, an are distance of 9.36 text and a chord hearing and distance of North 6(F32'5W West 936 feet. 4) North 7("26'54" West 44.67 feet; 5) on a curve to the right having a radius or252.50 reel• an are distance or 102.71 reel and a chord bearing and distance of North 58"47'42" West 102.00 feet; 6) North 47"08'30" West 60.14 feet: 7) on a curve to the left having a radius of 297.50 feet, an arc distance of 211.43 feet and a chord hearing and distance of North 67°30'06" West 207.01 feet; 8) North 87°51'42" West 70.93 feet 9) on a curve to the right having a radius of 25.00 Ices, an arc distance of 32.63 feet and a chord bearing and distance of North 5U°28' 13" West 30.36 feel; I U) North 77° 13'22" West 53.45 t1-et; 11) on a curve to the left having a radius of 25.00 Ceet, an are distance of 6.92 feet and a chord bearing and distance of North 20°42'23" East 6.90 feet to a point on the proposed right-of- way line of Fox Den Trail; thence along said proposed right-of-way line, North 12039'36" East 29,65 feet; thence continuing along said proposed right-of-way line on a curve to the right having a radius of 175.00 leet, an are distance of 9.77 feet and a chord hearing and distance of North 14ol9' 18" East 9.77 reel; thence North 64°28' 18" West 115.00 feet; thence North 23°46' 15" East 80.04 feet; thence North 35°38'52" East 89.98 feet: thence North 30'10'24" East 120.00 feet to a point on the proposed rightof-way line of Foxfield Lane; thence along said proposed righbof-way line. North 60°10'04" West 15.85 feet thence South 29P49'56" West 110.00 feet; thence North 60° f 0'04" West 160.00 feet; thence North 61°00'06" West 80.57 feet; thence North 65-42'57" West 77.39 feet; thence North 70o51'09- West 80.56 feet; thence North 76°08'08" West 72.78 feel; thence North 11-33'36" West 110.00 feet to a point on the proposed right-of-way line of Foxfield Lane; thence along said proposed right-of-way line on a curve to the left having a radius of975.00 feet, an arc distance ol'26.22 feet and a chord bearing and distance of North 79'12'38" West 26.22 feet; thence South 10-01'09" West I I O.GO feet thence North 82°l8' 10" West 74.45 Icet thence North 83°43'08" West 80.00 feet; thence North 80°08'33" West 80.16 feet; thence North 73° 15'53" West 102.64 feet: thence North 61027'46" West 63.41 feet thence North 35° 12' 16" West 56.44 feet; thence North 30^15'50" West $7.55 feet; Thence North 01°40'21" East 137.95 feet thence North 16o34'23" West 9.77 feel; thence North 72°59'59" West 155.00 feet: thence North 17,'00'0I" Fast 110.00 feet to a point on the proposed right-ol=way line of Foxfield Lane; thence along said proposed right-of-way line, North 72°59'59" West 17.93 feet; thence continuing along said proposed rightof-way line on a curve to the left having a radius or 25.00 reel, all arc distance of 44.03 feet and a chord bearing and distance of South 56°32'26" West 38.56 feet to a point on the proposed right-of-way line of Woodlands •Truil; thence along said right-of-way line the following eight (8) bearings and distances: 1) South 06°04'50" West 51.15 feel; 2) North 83°55'10" West 45.00 feet; 3) North 06'04'50" Fast 69.48 feet; 4) on a curve to the Icll hav ing a radius of 25.00 feet, an are distance of 34.51 feet and a chord bearing and distance of North 33"27'34" West 31.83 feet: 5) North 03"43'31" Fast 51.24 feet; 6) on a curve to tic fell having a radius of 25.00 feet, an arc distance of 41.83 feet and a chord bearing and distance of North 60°35'36" Bust 37.12 reel: 7) South 68°25'05" Fast 45.55 feet 8) on a curve to the left having a radius of 25.00 feet, an arc distance of 37.38 feet and a chord bearing and distance of South 30-I0'02" Last 3399 feet to a point on the proposed right -of --way line of Foxfield Lane; -- lhencc :tor¢ said proposed ritihl-or-way line. South 72oe9'59" Gast 30.37 Ice:. IIICIteL North 17,00'01" Fast 110.00 feet; thence South 72-59'59" East 162.72 feet; thence South 68°56'27" Last 137.31 feet; thence North 88004'06" Bast 359.20 feet thence South 87°49'42" East 77.50 feet to the POINT OF BEGINNING, containing 22.465 acres, more or less. d Y� /fff{ny�,nL • IIC� r J - DZSD(� 4///dA'ri�� 4LLtt1ilYln rrry7�' ... _..... .. .. .. _. .. '-�jplF- ,%��G.rII SrI'L'JC'f/'eo i { ARKA$ �� STATE OF ••, ARKANSAS * * a b NO. 1096 REGISTERED 1 O = PROFESSIOidAL = O'c..]�e Z: ENGINEER ,�� ` � tg erGNATURE s�; � No.49t3G�'�` -`��r • Py T. �N'' FS LOWS ri�i' ���'to�gL LAB vI:�`'�` '{1111-1�1 t•111`, ��wLL 10 f25 I 100 50 0 Scale:l"_100' FINAL PLAT OF LOTS 1-28, BLOCK 11, LOTS 1-19, BLOCK 12 & TRACTS P-1 AND AA WOODLANDS EDGE LITTLE ROCK, ARKANSAS 100 200 SHEET 1 of DWG NO. DATE 10-25-06 PROJ 204-139 NO. r