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HomeMy WebLinkAboutS-1313-P Map 1F;PROJE T OCA ON "� w7,go a 1 4" d I, s,a O �•L. I'PHASE II I I .., I � t .� • m- w�9 j -�`---------- ----- -- - - - - - - - - - - - - - e 5-D. VICINITY MAP CENTERLINE CURVE DATA PROPERTYLINE CURVE DATA DELTA RADIUS ARC TANGENT DELTA RADIUS ARC TANGENT m 06.35'02" 275.00' 31.60' 15.82' Q 58.37'23" 60.00' 61.39' 33.69' ® 75.45'10" 75.00' 99.16' 58.34' 1� 79'28'04" 85.00' 117.89' 70.65' ® 86.28.23" 105.00' 158.47' 98.73' ® 23.33'05" 1000.00' 411.05' 208.47' 123 48.29'06" 60.00' 60.77' 27.02' [51 46.29'37" 150.00' 121.72' 64.44' 1 01.48'08" 297.50' 9.36' 4.68' ® 12.48.27" 150.00' 33.53" 16.84' Q 23.18'24" 252.50' 102.71' 52.08' © 40*43*11" 297.60' 211.43' 110.40' Q7 74.46'58" 25.00' 32.63' 19.11, MINIMUM FINISH FLOOR ELEVATION Q 15.51'34" 25.00' 6.92' 3.48' QA .00 Qg 03.11'55" 175,00' 9.77' 4.89' ® 03 403.00 © 404.00 10 01.32'27" 975.00' 26.22' 13.11' 11 100.54'34" 25.00' 44.03' 30.28' REFERENCE ELEVATIONS 12 79'05'28" 25.00' 34.51' 20.84' MH K-2 395.45 13 96.52'02" 25.00' 41.83' 27.70' MH K-3 412.81 37.38' 23.18' MH K-4 412.35 14 85.40'07" 25.00' :y 'a' DRAINP 3 EASEMENT 2g o 0 27 m 25' B.L. 0.0 NOB•04.50"E 1 69.48' S06'0 50"W - 61.15' 1111'1 31 41.Ti' S `10' SEWER EASEMENT 25 t o PAGIS BOUNDARY COORDINATES NO. NORTHING EASTING NO. NORTHING EASTING 1 147122.00 1184668.57 38 146346.18 1184928.96 2 147016.80 1184674.98 39 146425.77 1184790.16 3 146960.53 1184715.68 40 146464.84 1184719.69 4 146875.04 1184797.90 41 146496.66 1184649.14 6 146825.96 1184933.17 42 146523.09 1184573.03 6 146815.27 1185023.16 43 146540.53 1184502.37 7 146787.73 1185094.58 44 146648.30 1184524.41 8 146738.57 1185153.48 45 146653.21 1184498.65 9 146663.79 1185211.16 46 146544.89 1184479.52 10 146584.35 1185271.90 47 146664.86 1184405.74 11 1465 03.86 1185333.71 48 146563.61 11843 26.22 12 146422.73 1186402.14 49 146577.33 1184247.24 13 146350.11 1185478.77 50 146606.89 1184148.95 14 146225.93 1185611.68 51 146637.18 1184093.24 15 146161.44 1185747.16 52 146683.30 1184060.70 16 145941.10 1185702.56 53 146768.92 1184016.57 17 145826.79 1185716.15 54 146896.81 1184020.60 18 145822.45 1185675.79 55 146906.17 1184017.81 19 145846.43 1185621.72 56 145951.49 1183869.59 20 146869,14 1185515.67 57 147056.69 1183901.75 21 145866.66 1186466.46 58 147061.93 1183884.60 22 145869.93 1185457.69 59 147040.67 1183852.43 23 146884.88 1185415.60 60 146989.80 1183847.01 24 145937.73 1185328.36 61 146994.57 1183802.27 25 145978.63 1185284.27 62 147063.66 1183809,63 26 146057.85 1185093.02 63 147090.22 1183792.08 27 146060.49 1185022.13 64 147141.34 1183795.41 28 146079.82 liS4998.71 65 147159.57 1/83827.' 4 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 147104.55 1183916.22 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 BENSBFRG ADDITION PLAT 1_41 q9. PHASE VI PLAT H-504 POINT OF w: s' BEGINNING F �9 359 �O • . .ago. a Sa7S. :4B� 2O Bg B?6' 46, B TRACT P-1 PROTECTED GREENBELT BUFFER CERTIFICATE OF ENGINEERING ACCURACY I, Wes Lowder , 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. ° 1//20Ice, Date of Execution Wes Lowder Registered Professional Engineer No. 4943 Arkansas CERTIFICATE OF SURVEYING ACCURACY I, Gregory T. Sullivan , 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 't h. % ag, Date of Execution Gregory Sullivar Registered Profes^I-nal Land Surveyor No. 1096 Arkansas PHASE VI PLAT H-408 BLOCK 9 19 18 20 S70.03'31"E SB3'p 03f,E O 76.54' 7 `S50s� 143.90. 9 I 5 TRACT P-1 PROTECTED GREENBELT BUFFER 17 Sa, 16 B� O y / Rq7� 11/@26O/?B869e3.15 PH Filed 8 Recorded in Official Records of PULASKIRCOININTY CIRCUIT/COUNTY CLERK CERTIFICATE OF OWNER Fees f38.e9 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 state in accordance With PROPERTY DESCRIPTION plat. Part oftheNE 1/4ofthe SW 1/4, part of the NW 1/4oftheSW 1/4and part oflheSW 1/4ofthe NW 1/4 all in Section 8, T-I-N, R-13-W, Pulaski County, Arkansas, more particularly described as follows: 4/ Ronald C. ne, Member Rocke Properties, LLC. BEGINNING at the Northwest corner of Lot 22R, Block 9, of the Final Plat of Woodlands Edge Date of Execution Name Addition (Plat 11-504); thence along the Southwesterly line of said Final Plat of Woodlands Edge Address �'y`t/K SIO V/ Addition (Plats 11-504 & 11-408) the following sixteen (16) hearings and distances: 1) South � 03°29' 14" East 105.39 feet; 2) South 35052155" Last 69.45 feet; 3) South 43°52'42" East 118.61 4,f(& 12TIL feet; 4) South 701 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 feet; 8) South 37038'41" East 94.44 feet; 9) South Source of Title: 37024'02" East 100.00 feet; 10) South 37°30'5T' East 101.50 feet; 11) South 40°09'07" East 106.13 feet; 12) South 46032'25" East 105.57 feet; 13) South 46056'43" East 181.90 feet; 14) Instrument No. 200(6S(-47 Z3 0 3327 s South 64 32'45" East 150.04 feet; 15) South 11"26'28" West 224.81 feet; 16) South 06°17' 10" East 115.00 feet to a point on the Northerly right-of-way line of Woodsgate Drive; thence along said right -of way line South 83042'50" West 39.61 feet; thence along a curve to the right having a radius of 60.00 feet, an arc distance of 61.39 feet and a chord bearing and distance of North CERTIFICATE OF RECORDING 66058'29" West 58.75 feet to a point on the Northerly right-of-way line of Woodlands Trail; This document, number .P°o(, 04/07 5 filed for record thence along said right-of-way line the following eleven (11) bearings and distances: 1) on a curve �v ao 20� , in Plat Book _ i Page 90'/ to the left having a radius of 85A0 feel, an arc distance of 117.89 feet and a chord bearing and distance of North 77°23'49" West 108.67 feet; 2) on a curve to the right having a radius of 60.00 feet. an arc distance of 50.77 feet and a chord bearing and distance of South 87°06'42" West 49.27 feet; 3) on a curve to the left having a radius of 297.50 feet, an arc distance of 9.36 feet and a (Signed) 4 l � c o+ chord bearing and distance ofNorth 69°32'50" West 9.36 feet; 4) North 70°26'54" West 44.67 feet; 5) on a curve to the right having a radius of 252.50 feet, an arc distance of 102.71 feet and a chord bearing and distance of North 58°47'42" West 102.00 feet; 6) North 47°08'30" West 60.14 CI +- -_- feel; 7) on a curve to the left having a radius of 297.50 feet, an arc distance of 21 I.43 feet and a rPAT V�i f►`.. r:w: '" ,,,,,, ,u,lHt,l chord bearing and distance ol'Norlh 67°30'06" West 207.01 feet; 8) North 87051'42" West 70.93 `"�^��ltt/, feet; 9) on a curve to the right having a radius of 25.00 feel, an arc distance of 32.63 feet and a • ,.0+� ` ��,�., �✓jJ,':� chord bearing and distance of North 50°28'13" West 30.36 feet; 10) North 77°13'22" West 53.45 .. n feet; 1 1) on a curve to the left having a radius of 25.00 feet, an we distance of 6.92 feel and a CERTIFICATE OF FINAL APPROVAL Q r :O chord bearing and distance of North 20°42'23" East 6.90 feet to a point on the proposed right-of- Uj +'" G ' way line of Fox Den Trail; thence along said proposed right-of-way tine, North 12°39'36" East Pursuant to the Little Rock Subdivision Rules and 29.65 feet; thence continuing along said proposed right-of-way line on a curve to the right having Regulations, and all of the conditions of approval having aradius of175.00 feet, an arc distance of9.77feet and a chord hearing and distance of North been completed, this document is hereby accepted. :Cy sue' �yPf Ia°19'It"Eas19.77feet;u,eneeNorth64°28't8"westus.o0feet;theoceNorthz3°a6'Is"East This certificate is hereby executed under the authority sti Ip` ••' 80.04 feet; thence North 35°38'52" East 86.98 feet; thence North 30°10'24" East 120.00 feet to a Of Said rules and regulation �''•.COVNTY, P�.•`,, point on the proposed right-of-way line of Foxfield Lane; thence along said proposed right-of-way •� line, North 60° 10'04" West 15.85 feet; thence South 29°49956" West 110.00 feet; thence North f J 60-10'04" West 160.00 feet; thence North 61°00'06" West 80.57 feet; thence North 65-42157" I l �� ��-•����� West 77.39 feet; thence North 70-51'09" West 80.56 feet; thence North 76°08'08" West 72.78 Date of Execution L.R. 018nning feet; thence North 11-33'36" West 110.00feet toapoint onthe proposed righl-of-way line of Commission Foxfield Lane; thence along said proposed right-of-way line on a curve to the tell having a radius of 975.00 feel, an are distance of 26.22 feet and a chord bearing and distance of North 79012'38" West 26.22 feet; thence South 10-01'09" West 110.00 feet; thence North 82°18'10" West 74.45 feet; 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 61°27'46" West 63.41 feet; thence North 35° 12' 16" West 56.44 feet; thence North 30-15150" West 87.55 feet; Thence North 01 °40'21" East 137.95 feet; thence North 16°34'23" West 9.77 feet; thence North 72°59'59" West 155.00 feet; thence North 17°00'01" East 110.00 feet to a point on the proposed right-of-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 right-of-way line on a curve to the left having a radius of 25.00 feet, an arc distance of 44.03 feel and a chord bearing and distance of South 56°32'26" West 38.56 feet to a point on the proposed right-ofway line of Woodlands frail; thence along said right-of-way line the following eight (8) bearings and distances: 1) South 06-01 West 51.15 feet; 2) North 83°55' 10" West 45.00 feet; 3) North 06°04'50" East 69.48 feet; 4) on a curve to the left having 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" East 51.24 feet; 6) on a curve to the left / having a radius of 25.00 Peek an arc distance of 41.83 feet and a chord bearing and distance of �(\ North 60°35'36" Fast 37.12 feet; 7) South 68°25'05" East 45.55 feet; 8) on a curve to the Icft having a radius of 25.00 lbet an are distance of 37.38 test and a chord bearing and distance of South 30°10'02" East 31.99 feet to a point on the proposed right -of way line of Foxflcld Lane; thence along said propo,�uJ rlgla-of-,ajy line, South ,< 595." Fast 36!3, .,.a, therue North 17°00'0I" East 110.00 1ect;thence South 72°59'59" East 162.72 feet; thence South 68°56'27" East 137.31 feet; thence North 88°04'06" East 359.20 feet; thence South 87°49'42" East 77.50 feet to the POINT OF BEGINNING, containing 22.465 acres, more or less. 13 9 �TF 12 �.,...., N1B'34'23"W -�/ 0' 1 i"� ... -...._ ' __.-._... ...... _ - • _ 20 --� o• .e 9 s s- o' �6 �\ \� - of 50.0 �� y ���` 7J• 3 S4 ss 10 o p� 6\t`_°C \ �r\B J• ° �OQ _ _ N71.55'36'W_408_16'CH. _ SBB! ,- _ 1ed� a.00. 2a' B.L, m N p ,(� 90�d3 4`i` to' - D arE serge Fp Nao•to• m i. \ ra 9 8 / 506•'dB N ♦ \Gy 3S• XFI p 04• DR 7�a�'= �' 'v •9. o OO ( O, 4.2Y B2.14C Tza yH�Et^' CH. EI` AN w 24,8 EASE •E 80.00'� ^ N o0 8 19 �*y '�70'S8'46'E- aM 3. K-4 L 3 3, EMA/NAI` �� m I . ^ 9�"o `! C 43.OBi O�H• 6`T8 ia.T �� 6i_• ��_ (50' R/ EN7 PA T bl' C./� S / fiti o 80• J' N89' B4O4' B% p00"E o✓J 26' B.L. 90�0• - Wl CIS TNON,� •- J�aOy 0 B ?!. S61.32'45• 3f c \ Cy W \ TSB, 6 NN {° n NB 208a-0 $ •\e•W, p E 150.04' 5 0� 0 , 381 r� O• -•••� RACT BR �. Ne 'e` ®�� 3 �m °- W� g o00 �D>_DS� o .H _ Y. b 11T7 ar a q.NO G� m 'a,o 7 W 7, K-3 4. 8' J '1'o T°• F 75 trurunElw. e\ _ oo'� /;a ":m o e a7� Ne $ P-�<� $*T>.`e i�o « a + d o 6 o m ro o ,° os• '�Ja. B<° o O m� r� p /H '" om w h 3 \4. �i\ ® ]♦ h �= UI.- OC G! © oo - m. o �O 1\ 1� y W 2a' _ ��/7'' 7� ' "' o'o ^' 3 B e w .Z c z rn �% /J��/•/ _ oY Q ,rvo 9y� O• b 41 q o 0 [ i ov1• 0 3 ii e y io ,a 7d%0a•. ? ,lA ry o q °� 'l 'o L B 6B' 1 77.39• _n ® O; •O ♦ t� 2a' B•L_` \ �g N o N PROTECTED \I1111117/, B 1 i T2.76' p^ 3 I �r9 I ¢ 'I °• . \ �"; Co ° / T 0 O. on 3 f 70'51'09"W 66.42'6 8057• B0.0o' °,+ , _Ii� \11 (rIT 46' , 76'OB'08" 7• N61• n I y o "' en N / 1 A E �• 14. Y0 00'OB'W N80• 80.0 2 m '= Im �• 'o. \ W a, BUFFER S F ♦ R i 0 B2.1B 1a' CONSERVATION EASEMENT 1004` 0' hl ,,, ml 15. 0 , ? NT • GREENBELT ' / I• ' ♦` ,�•.......•.• �J O 43'20' / ♦ 4 `��. `76•Bq /(/ 86 �� B' NO ACCESS EASEMENT W 180.00' N ^' J 1 N84.28'78'W 1 9 jI10•p0' j �d ARK�AS ,_ T2, a• Jr r� /77 3.430 Se Q d b }i fa 1 a . • STATE OF'•, /� J// g0.18'3. NB 0.1o•ob•EI I I " TRACT AA �n I TRACT P-1 i TRACT P �1 '• ARKA 8341' t 2.fi4 BO.099 W 77p0.00• ,t0.00' o [o ; N * * * .. 61'27'48' `413.16'63•W ® 0' DRAINAGE N ~ I O n• (j o v N l N�1 6 l I W c o „ m ro PROTECTED ' p PHASE VI >, REOIB ERE 15' CONSERVATION EASEMENT EASEMENT _ II,2t;t I-'L3 t°m/ U I Z 141 I -I ti ; 8�. �°+ °'y l •• m a I o m b GREENBELT tP PLAT H-40B ` PROFE TO / \ NO ACCESS EASEMENT TUTUREI O m ° lLl Im r'lo �"7 �� \ ml �l2 1° Ins m O I H 2 0 \�'>• 27.5�`r2'tE 4d ,� BUFFER ENGI 10' DRAINAGE 2 ,: m - NI I" I SIX I I 1/ m W 7J.. `"'`.1• B 3"/ PTO •rJ,3 °I '� �v,�•. EASEMENT -$B4•ZB' 0 a °�1 µ]a-' o B)Y G * 494 + i Cif•'..? c r __ '� LbNSet;YA71aT®- i _ Y 5 WOODLANDS TRAIL w two" L�I O (° 31,28' '19'W 145' R/WI (FUTURE) lsieNlt-",4T in I In1 1 -J• z //� 31.ze• 18 2 s�,[l� L ��/ BOO' T•,T,^ `♦,♦ .• v m I ,° A DRAINAGE • �" WO / T y,, LA�.�(y� 0 EASEMENT/ Al N 1�\ \n ® , n w 1 I EASEMEN10- T -Z // L 'L-. 10 OAO 1 I.IT C-. 9] II// /lllll WI _ N � SE N 1 �1 O !�� F \- _ 2 115 C!2 -ij ERdv I Z Ji. I"2 9-14 E�8 ,2 g13 .O �O \VE / 11 i. 293, 22.9 ......,\ ® N6il 00. S Yin 1. NT{'46'18'W - 28'18'W ri� N14.03'28'E a62'CH. �' L15' CONSERVATION EASEMENT \� N74.19'18'E 9.77'CH. 1 J m8-N12'38'3D'E 26.83' ll,, ©_ NO ACCESS EASEMENT \ N72.3B'38'E 2985• O N O'OB'03'Et11.19'CMy 207.01'CH \\\ N20.42'23"E 8.90'CH. / e - I-70.93'T8- W �'60.14' 0 0 58'29'We S 17 I _ _ 7 N87.30'08' 342'5 �\ I _ �N87 6T42'W��= _ N77 23'49" 9 58.75'CH. O 83.9.61, NOTES ~___��_1� 30.36'CH. N47'08'30"W " 49.27'CH.108.6TCH. 88' 1 SET 1/2" REBAR WITH CAP _Nso•29`73•w toz1742 ® 038CS87•PBa2"w 20 N58 dT#2 W AT ALL LOT CORNERS. is !4 4G�642 / 21 / A 2 ALL DISTANCES ALONG CURVES N77•t3 22"W tPPG1 4a 6769.32'6 'w ARE CHORD DISTANCES. N70.26'Sd' 3 ALL EASEMENTS ARE FOR UTILITY WOODI.AHOS TRAIL P.1 ,.^_' / FLOOD PLAIIN STATEMENT PLAT H-sss ci 1 /^ , u'•' AND/OR DRAINAGE PURPOSES. NO PORTION OF THE PPOPERTY SHOWN IS LOCATED PLAT H 3 PH,aA � [j iA,a ; 1� q 4 TRACTS, P-1, AA ARE C7 "( PROTECTED GREENBELT AREAS. WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED PL 5 REAR SET BACKS OF ALL LOTS BY THE FLOOD INSURAFdCE RATE MAP; PANEL NO. 35 ADJACENT TO GREENBELT AREAS IS 15'. 050181 0081 F, PUBLISHED BY THE FEDERAL 28 eJiiw 6 NO TREE OR VEGETATION REMOVAL AND EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19. 2001 _ BY: NO GRADING IN CONSERVATION EASEMENTS. /• I 7 ERROR OF CLOSURE EXCEEDS 1/10,000. DATE: 27 aA°T G2 100 50 0 100 200 ( Scale:l"=100' , 4` ® THE DSGN G, GMC�C OO G� DD OD C�M[,'�Cf�n]�I'� VEROFT SCALD -FINAL PLAT OF SHEET 1 of 1 _ 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 MEHLBURGER DR SDN ORIGINAL DRAWING. LOTS 1-28, BLOCK 11, LOTS 1-19, BLOCK 12 NOG ® FIRM, PLLC HEREIN, AS A PRODUCT OF DESIGN SERVICES, D 1" THE SW1/4 AND PART OF THE SW1/4 OF THE NW1/4 ALL IN $ TRACTS P-1 AND AA IS THE PROPERTY OF THE MEHLBURGER FIRM ,,° CHK GTS AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON SECTION 8, T-1-N, R-13-W. DATE 10-25-06 THIS SHEET, ADJUST WOODLANDS EDGE APVD WITHOUT EXPRESS WRITTEN PERMISSION. PULASKI COUNTY, ARKANSAS PROJ 201 South Izard 0 at0e Rock, AR 72201 0501/375-5331 GTS NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. LITTLE ROCK, ARKANSAS NO 204-139 S:\2004pro\204-139\FINAL PLAT\PHASE 7 FINAL PLAT.dwg, 11/20/2006 12:09:27 PM, snewton