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HomeMy WebLinkAboutS-1313-I Map 510-.'e'�Q' M%R n"ai d R e. r�1 \ � Me� P fAe!'S r In � � 4 YM U. E 9 „P,' Map4 >dACID' �' � " ° b � 1 f• _ 5n• Q •'•Ya le%0dE�'Y s G WdAdE Pilyrm nl�•� 1Sn.' .W, 4Wef1 >s [(. n; a1•fi NAM;;�G a'I'Dd Inpmnl, Ll, n, I'M MVn •°� y CerB r, PW F i I RVA j�• ',, s�yltd 4 w - , i MD,r ' In I Ylpn p b L i ..,. I t D HI lD y {'.1[ 1�n I• , i all I� II �'1� I 'l • •'v � .!'ISTN'. � ' � � 1 I -� A ' "'^ \PROJECT f � ` '' SITE ••' 1 Tt I I 1 z jj,, 'i VICINITY MAP SET 1/2" REBAR 1 1 \ FLOOD PLAIN ' / 22 Cj 7s vL/t' 6 10 PP \ 1 O 6 74 8 FLOODWAY \� S72 7.30'E m 1 _ S CERTIFICATE OF OWNER CERTIFICATE OF ENGINEERING ACCURACY 1 \ 1 6 1 u?.3o• \ TRACT 11 � 23 t� We, the undersigned, owners of the real estate shown I, WES LOWDER , hereby certify that this 1 1 1 f 2 3k _ r 4 and described herein, do hereby certify that we have plat correctly represents a plan made by me, and that N04'35"E S 8° 0' O"E ��° laid off, platted and subdivided, and do hereby lay off, the engineering requirements of the Little Rock Subdivision 1 ®50 02 •o.e.• • TRACT J-1 WOODLA EDGE plot and subdivide said real estate in accordance with Rules and Regulations have been Jcomplied wl ,� 1 1 S02'3�4'35"W to ®Sm 02°34 35"W c'- - .3 ,6 \ 73 PLAT G-7 0 3 this t. a D ` L G. �'/ � , /�(T.P•f2_-.!& �_�•- 908.29'34'E 10.08' © T 3g,73' Seg•2e' \ Date of Execution Wes Lowder 63.07 \ w 1 *O TRACT H-1 47.96 7 f 1 N14e00y34"W '` S14 64,� ooM1Yti6 a4+e°.es \ eCOek r7 \ 2 rs Date of Execution dress ' nc r Engin30r Professional � Engineer No. 4943 99.87'CH. 1 06'32'O7'W 7pACT H-7 .C� S30 33'30"E be \ 39,47 ° 24.89' ,I�E�Bq 354•o9.22'E 6� Source of Title: 1 7 7 N30 33'30"W QP qN0 94.46 p p /2 1 ' `EY N63'47'10'E ry \ 200 od> 5(oo 1 16.40 etso PSao.�\ rp r Instrument No. CERTIFICATE OF FINAL APPROVAL N46-36'53'E N e 4,.21,E 8 1 a48.49v3•E 31.07• NG w N83 41'10"E eo.u• ( 1' 56.06' 'L o, \ Pursuant to the Little Rock Subdivision Rules and 127,70, ® ww N 30.40% \ 41.92' \ g Regulations, and all of the conditions of approval having NBii-IT48 E )p w p1A0e S88.39'18"E CERTIFICATE OF SURVEYING ACCURACY been completed, this document is hereby accepted. ( 1 1 N4822 663E �20 (,1�i0 �Ou? / \ �;:, \ \ \ I, MICHAEL WATSON hereby certify that This certificate is hereby executed under the authority f O; 9 1p P of said rules and regulatio - O 0.9 0. O iTo 8 this plot correctly represents a boundary survey made ° '°-i° \ WOODLAND EDG or verified by me, all monuments required actually exist / r 0.- \ '� and are correctly shown hereon and that all surveying 1 - - -PLAT G-468 ® requirements of the Little Rock Subdivision Rules and \� 1 �p� q Date of Execution L.R. PI n ng Regulations have been complied with. Commission 1 1 OVERHEAD POWER LINE ® 1 \ N•p -� RIGHT OF WAY 1 Op 6 _� \ EASEMENT ENTERGY ARKANSAS 1 n` ,larotrm6nmrorllrr \ 1 9 fP Da a of Execution B. Michael otson CERTIFICATE OF RECORDING Qu."" CI a INSTRUMENT NO. 2003084880 � A �. RC INSTRUMENT NO. 2003097174 N \ O Registered Professional •(Y7• \ e . tp° S W S L 911, .s�� B Land Surveyor Thi�/document, number dOShiiitifiled for r�yo�d� •1, ;� /- \ \\ \ Y F� �yoPk CO /r S Arkansas GP a 15, Roe1g in Plot Book er Page -4. 0 \ \\ \ A SECTION 8@� S E S W \\ `� 1 m 4 r (Signed) N izr r �• ' \\\ �n3 w ' 1 - Clerk SECTION\ 8 \\\ opIto, $ 1 P PAT P\ \\ Nat. P �7COUtd1YrA 15' PERMANENT( EASEMENT \ 0 1 E P r"t4r2Ai4"9t+N CENTRAL ARKANSAS \ \\ °' = O I SQi. v'� s - 1 \ `FLOODWAY ° , �•,r 'r VP. ` WATER RIGHTFOR-WAY EASEMENT \ \\� `y 1 �(\LIMITS 'Oy�e?sF �6 �0�3 ' 10. INSTRUMENT NO. 2003078776. S87°12'46"t\ \ k r PROPERTY DESCRIPTION - 64 �6 E S87°24'04"E 663.3T / 83.47 N4,46.3t PAGIS COORDINATES -�-- M �c \ OVERHEAD POWER LINE 3440.15'9-29 6'E SET 1/2" DR UTILITY A /OR 7 ".787e \ Qo.1s' DRAl1�AG S£MENT �4�.24 .� RIGHT OF WAY Part Of the South 1/2 Of Section 8, and Part Of the North 1/2 Of NORTHING EASTING CORNER CHORDS CENTERLINE BEARINGS & DISTANCES REBAR / FLOOD PLAIN S 6.30'39^E 10' JTm"-A dD/OR ® 11%_1ISO- \ EASEMENT ENTERGY ARKANSAS FOUND 1/2' 828.20'18'E Section 17, T-1-N, R-13-W and a replat of part of Tracts H-1 and DRAINAGE E 'SEMF`NT TRACT X _ J_ "9-�- INSTRUMENT -NO. 2003Q54880 REBAR 48.06' 1Q 143150.9403 1184950.3386 106.23' S8NAGE3" ` &s.as• J-1, Woodlands Edge (Plat G-780) Little Rock, all In Pulaski Q 143258.6213 1185019.1031 N38°47'21" 155.54' "' INSRTUMENT NO. 2003097174 N86.3B'17'W .562'2T Arkansas, more County, 1 N29.09'37"W 38.26'CH. 1 S61°12'O6"E 71.83' .P q 47 P particularly described as follows: © 143276.9307 1184990.4317 I O O 3 17a.15 bom \ 10 �� P \ \ 8TH STREET ® 143352.7835 1165038.8709 0 N56.53'29"E 34.76'CH. S24.01'53"W 17.09'CH. \ 1 ai c z ai Nuo P�6�Q°-� �y���4 ® \ Q 143336.0061 1185065.1433 3 S65-21.12"W 35.08'CH. 3 N01.28-23"W 16.22' LEGEND 1 / S'?�, '� ^o of ;� i° 1 .ye 12 O 0 N n v v �� C,� r-- STARTING at the Southwest corner of the said Northeast 1/4 of 143402.3621 1185069.0035 \ © Ns ° e3 � N m o P h 5� FLOOD PLAIN FOU D IRON Q ® N21'14'36"W 33.49'CH. Q4 S08-32'07"E 58.67'CH. CH. CHORD ?5, 8 = 9zg, O rn ,���1'4 rGP \ the NOfthW857 1/4 Of Section 17; thence South 88 11' 54" East L7j 143405.1699 1185074,2778 B.L. BUILDING LINE N3999 5'24"E .42.70' �'O� 77e 7??" g w r° 175 06" "Y `, J PP .10.52 \ CAPPED) ® 143415.0712 1185074.7153 © S47°42-16"W 34683'CH. S17°38.00"E 14.91 /" o' •36, !y 9� \O?r 1't'• ;o 'o O g� • \ \ 15' PERMANE EASEMENT I I 11 along the South line of the Northeast 1/4 of the Northwest 1/4 a ® 143414.6260 1185092.0387 D.E. DRAINAGE EASEMENT \ ti m 2 P -".4?\ \ -ry 11°Ag'S6" 030,0 n \ CENTRAL ARKA AS distance Of 473.68 feet t0 the POINT OF BEGINNING; thence North © N42.17.44"W 35.87-CH. © S17-02.13"E 10.41' S.E. SEWER EASEMENT pb: B,e, SEW 7l 0. 5 36_ ot% pp5• a' 95, SF\ 61 \ WATER RIGHT -OR -WAY EASEME T ° e ® 143436.1496 1185132.4719 I 10' SEWER N CH, Ft� b"�O 10/ -r%10' S/ : \ INSTRUMENT NO. 2003078776. I 32 33' 44" East a distance of 127.76 feet; thence North 57 26' Q1 143498.7688 1185172.4602 7Q N17-55.56-W 34.27-CH. 0 S16.26'25"E 49.79' s?• y�' 1 ' / N 1 F N\ ' S o EASEMENT 7 sy. , Pt . 01 rn Fqg WF s w 0 ,t P 1p 16" West a distance of 34.02 feet; thence North 32 33' 44" East 143849.2768 1185311.4377 77 ? ? '1 o p `� a cnrn o FM R a, 0 b° © © N69-46.56"W 37.74-CH. ® N72-6a'57"W 45.56'CH. a e3 ?' m^71 FNr r w \ \ P I III a distance Of 90.00 feet; thence South 57° 26' 16" East a 10 v o. �, O, v; ° Q 1aao27.7sos 1185282.1338 S62.29.47"W 31.10'CH, Q 4 ' w 4 Sry Ns4. oS,aS `a 7q, Im ao,9 pa W e' r• >: \ m distance of 31.17 feet; thence North 03 19' 46" East a distance Q 144233.7259 1185447.8469 e° o S 3 N °�°j r7o7sys yy, ryy sue, O m O� o y4' �S�G�' pa F P \O*�\� \ \ I I,"r g of 66.47 feet; thence North 61° 58' 17" East a distance of 5.98 iQ 144320.5694 1185519.6649 QO S29'08'10"E 38.25'CH. 10' SEWER ^� ?s4 / IV, fY °� ;y SSs•�,, S• �. y9 n 00 st •o \ .S\ 144441.8033 1186617.1016 15' CONSERVATION & 5• a1 0, 3 S F n1 \cv y',��y- ,5A O. - \ \ feet; thence North 02° 31' 48" East a distance Of 9.91 feet; ® 0 Nt0'25'28'W 7.02'CH. ® EASEMENT �,a 3 s0* „m 1� v v B E c? Q 144437.7444 1185700.4761 ® DRAINAGE EASEMENT //4 r„ Ns25 99J�, � 6.s3' 3 � ryy G ry,'y s7s. )3• / rno y'�Z '7G�t• g TRACT X SE \ I thence South 88° 31' 29" East a distance of 17.33 feet; thence Q 144703.3748 1185644.3472 I 11 N37'03'48"E 36.70'CH. (EXCEPT AS NOTED N38°49'23"E 264.33' s't' p 7 F/. B 0 5 3 O - \ ° ° \{I North 61 58' 17" East a distance of 45.81 feet; thence North 32 ON DRAWING) `' ??'fy s4r'1j, mti-:o v = 8 s9o�y Oy'p�, �251BLii a �i7�n \ \\\\ I '1I 8 33' 44" East a distance of 74.30 feet; thence North 210 37' 43" Q 144833.4529 1185567.5468 1a N67°13'35"E 14.67-CH. 10' SEWER It • o tv `5 NO '16'04"E 1'Y� 144847.5742 1185559.2094 '�' 3 / b,Z "4 0 N '� I East a distance of 377.06 feet; thence North 090 19' 20" West a EASEMENT r� , U 3 40 00' �� w a 4°53'24"E `v / \ Q 144944.4779 1185535.0318 12 S49-12.20"E 36.27-CH. \ D' ry6o a \ 5.42, S49°30' r'°� .94'CH. M J • \ I distance of 180.90 feet; thence North 389 49' 23" East a distance 20'SEW RIGHT OF WAY \ ® 144953,9426 1185535.4677 / O " . 63 p ,O 4 O ��(1B6 9.7p' 14'2a " u: ' 86.18'19"W y EASEMENT SUBURBAN SEWER \ I. 7 Of 264.33 feet; thence North 39° 35' 24" East a distance Of Q 144952.9317 1185585.4628 ,v0i ro �00 y Oori1 NY !4;1ti^ " tt S79'17.38, S84.3763 N 125'98' IMPROVEM NT DISTRICT NO. \ I 112.70 feet; thence North 38° 47' 21" East a d'IStenCe Of 155.54 ® CENTERLINE CURVE DATA CUL-D-SAC ISLANDS o n v v U n n t .o• n .8. E 00.28'35"W 3 239, PULA 1 COUNTY, ARKANSAS \ 144873.1012 1185602.2021 I 15' UTILITY EASEMENT // :m 5 � /Q "o rib dti�' no � r1y E. wS24�34'CN. m I 3.14'CH. 12 � INSTRUMEf�NO. 98 007582. \ �I 29TH STREET feet; thBfICB South 87° 12' 46" East a distance Of 83.47 feet; ® 744873.1012 1185602.2021 TRACT V n 0.047 ACx w 2 ffi N y rn ro 31"E o 25' B.L. \\ ® 144851.6660 1185614.8578 _ 68,32' thence along a curve to the left having a radius of 425,00 feat, DELTA RADIUS ARC TANGENT U "7 6 !`� - in 0 '37'34"W o^ TRACT W 0.054 ACs / N7 '� io PS _7 91 Sr 7 °7 o n `v S02.8.32' H.II oI 144435.3081 1185687.4028 © 33°08.27" 150.00- 86.76' 44.63' (� ( 6• p 6 �6 25• 0'0 4.28CH. C ^p an arc distance of 276.34 feet and a chord bearing and distance ® 144435.3081 1185750.6210 I w 1 0.00, fy ^ 8"04 0 E6 35 4, f: _ •t. � ZS' _ ,i N 5.5g, O O10 W\1 2 N W N E 12 of North 11° 55' 53" West a distance of 271.50 gfeet; thence 144423.3348 1185996.4669 m 57°42'08" 450.00' 453.19' 247.91' 20. 2 E B•L. 01" S30'52'34"E ® o • ® 0p, I� 3CH Sr �t9 zN;zI- 7 3 (i� 2 71poo W N 12.21• North 30° 33' 30" West a distance of 151.06 feet to the Southerly ®143997.0371 1186487.7127 ® 38°03'52" 239.66' 159.02• 82.57' O1 7pr ^•-.W r7(rI r a� •40'za" `J E \T I O N 1 7 11 IIn6 Of Tract H-1, Woodlands Edge (Plat G-780); thence continuing ta3103.3791 1186a52.a808 I N E N �1j 6 o,� o� 3to'�¢ 4A1N GFND OR - 39,g8" a ry h E o •y� gS'o3 e� I North 30° 33' 30" West a distance of 16.40 feet; thence along a Ll 06°31'47" 150.00' 17.10' 8.56' i U o n� o m EAS \ ro 13 o ry 4 ri curve to the right having a radius of 175.00 feet, an arc ® 143124.4201 1185793.4983 ® 28°45.31" 175.00- 87.83' 44.86' q I N82• z�- o �; O o 25• 3 tee' FMF 6 �^7 ? , „h •0 ?3• F O \ 30e06.19" 500.02• 262.73' 134.47' SECTION 1 7 N09°19'20"W 180.90' I N w 120.004W o I' • ^ 9 n `0 o N B o� 0 >o.e:1 •S69?6 H °72'v® e . O'v ,3� GS0'/C� 10' l�'(ILITY AND/OR I 10 distance of 101.41 feet and a chord bearing and distance Of rn C° 0/^ N a 0 O c0 DRAIN GE EASEMENT ° ® 31°55'37" 200.00' 111645' 57.21' N• 10 m o \ 14.4, F s0, 9 y� 14 0, es s• O North 14° 00' 34" West a distance of 99.87 feet; thence North 02 MINIMUM FINISH FLOOR ELEVATION ® 09°29'18" 150.00' 24.84' 12.45' I X n r° ® ] N p o 8 '02'40"W r00.7. I 34' 35" East a distance of 9.47 feet to the Southerly end Of ® 06°43'54" 300.00' 35.25' 17.64' U o t I 93.z7' N/?.253g• r° E �h zo \ a9ce'cy 6h �� s ` g Sweetgrass Drive as dedicated on said Plat G-780; thence South 361.00 OO 397.00 v l O o I 3 oa•oa't3'E or"W e O 12 o ° 9q ,7 a 9' so y ^wry 15 r9• I 88° 50' 30" East along said Southerly end of Sweetgrass Drive a o ® 21.26.16" 750.90' 280.95' 142.14' I _J z N8T37.52"W n N 28.90 CH, tt.3' 1p �Y Z•20'QO• y �'„ s' w S9• F�'k Sh bry B , ® 4oa.00 ©3s2.00 ® 54°25'29" 275.00' 261.22' 141.aT Q ) m z N g3550" Eq l 7 FQ n 7 n 2 sy, 04 6'flL_O e \ distance of 50.02 feet; thence South 02 34' 35" West a distance 15' SEWER RIGHT OF WAY EASEMENT / 0 120.00' rn o aY109.56 /?? iNAG / /,�? h13 �• �7.17sF C"Y�- y^o�9' ' I Of 11.34 feet; thence along 8 CUfVe t0 the left having a radius ® 414.00 QQ 385.00 w, ® 36°08'27" 130.00' 82.16' 42.50' 0 0 I " 3 3 9"04• r Fi o \ ., O SUBURBAN SEWER IMPROVEMENT DISTRICT o �I-,: 3�D,E, N >$r2, SQ ry6 s ,� ib O SEWEq 4ry 2 0,0- s ,'o' 8 ® 420.00 ® 375.00 p1 NO. 239, PULASKI COUNTY, ARKANSAS w ® n'> 11)'U` �v- n°i� r• 4 nah' „b' ? ® ^ N of 125.00 feet, an arc distance Of 72.25 feet and a chord bearing INSTRUMENT NO. 98 007585. / aim 8 m w voj i0 • 0 6 U•`" mo ] o'ro O ?i3 . mn0 1� B?• q"' ? 18 .� y {{ s. 0 14 c h s• �• \ I I and distance of South 140 07' 57" East a distance of 70.64 feet; OB 385.00 S 367.00 N v w t1 n G �� oo "h'h tb 2� '7 , ? h' °3 y� v O O SEWER 6 Ix;O�• �o Qc7' ym m o o s�'?s• r� Sa 6y� 6� e� 75 , o �, thence South 30° 33' 30" East a distance of 24.89 feet to said •/ RI r o O/ <c ^ O B B O• V \ c1 I 7 OC 394.0o T 422.0o N FLOOD OOD PLAIN STATEMENT S8s°50'39"W a"- rim h ry o N ry 7 �' �; G y",- r s. Southerly line of Tract H-1, Woodlands Edge (Plat G-780); thence O o ry m w s n4j' �\s?, s "9^. e F Y 8 QD 408.00 Q 407.00 Z A PORTION OF THE PROPERTY SHOWN IS LOCATED z 120.00' 01 I N`� r°�'�' 1•� JO' o�a FO.O 4'Sg,973, y'h0 n 15 00 2L0.rS• ^ ah continuing South 30° 33' 30" East a distance Of 142.69 feet; s q s, .h �• F g 17 g o N I 3• •tip w, S 9 B s Io� �.9' 30TH STREET E ao3.00 O ao0.00 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED m v. g4•t7'o6' E o7\ yy,G ' 6 iai FMF/Nq 7s• '.^ �� y \ N i0w 5.1' thence along a curve to the right having a radius of 475.00 feet, o u 0,s•,' 6 a St N C O tv i e w \ N _ O BY THE FLOOD INSURANCE RATE MAP, PANEL NO. / 0 9 g2.36 4 'S .5 4, )' F CL 1 r• 0 S \ 0 I _ - - _ an arc distance of 305.43 feet and a chord bearing and distance O 395.00 Q 395.00 050181 0081 F, PUBLISHED BY THE FEDERAL w ro i 1 �9�� j ° •30G� 1 30g, '\/50 16 ^y \ poi • A oo p� -12 - - - - of South 120 08' 14" East a distance of 300.20 feet; thence X 388.00 EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. 11 g gA 32.55'21"E 2 rn It- 7. 120. N - ° G 417.00 O /10.00, O ; N" \ ` 0 �2 • 00 .t1 10- SEWER ? ' 4� P 10' UTILITY O a 3.z7',' South 87 12' 46" East a distance of 246.24 feet; thence South QH 405.00 ® 376.00 I N21°37'43"E 377.06' . S80'3803" 0 �. -+ w'i\. O qO �g �,• 5.t1 EASEMENT Y 'rO. S0 ,7 ro�X N EASEMENT 0 •6 60° 20' 58" East a distance Of 120.73 feet; thence South 46° 30' / $10°01'39" s� O� > > Q °Z 1 3 S 00. j] 'S , N \ a 01 6.1 !� 394.00 ® 387.00 1g.63'CH o, m?� meal 8 AA ? 3n�?G�• S23'z0'n"E / �;, yoys i8 ,7 11 10" East a distance of 532,56 feet; to a point on the East line rt1m 1: a� �g a7.a1 / S* tk 1y a '\ ge of the West 1/2 of the Northwest 1/4 of the Northeast 1/4 of said OK 404.00 O 404.00 111'o a .� 1n m y 6 1a 3 / ry 5 42 W ho m O• /W 'to NOTES: 20' CONSERVATION & -1 1 15' '7 p 7' 10' DRAINAGE Sys? 1q0• ,yA p 22 1 Section 17; thence South 02° 15' 28" West along the East line of © 434.00 QZ 414.00! B•L• 7 '�' 2.k3' .76' EASEMENT r7q. p9 p6 `�S, 9 1 SET 5/8" REBAR WITH CAP NO ACCESS EASEMENT oia, ' ;�S07°27'35' N '03"-V'F UTILITY AND/OR Co., 553 3000yC' \°y I 10 Said West 1/2 Of the Northwest 1/4 Of the Northeast 1/4 a distance 417.00 423.00 T m 29.24'C 1 N S SEWER 6 7 $�' gy N 4), ® ® AT ALL LOT CORNERS. / 7' r 55' m DRAINAGE EASEMENT !y N73.20'05"W Of 894.35 feet t0 the Southeast corner Of Said West 1/2 Of the 15' UTILITY EASEMENT X t0 p ma n N1 '23'17"E o QN 403.00 ® 383.00 2 ALL DISTANCES ALONG CURVES �1 a �� - 1�• O" o w R, N 2' "E '0 ' 1"E 'w� t ® 48.79'CH. Northwest 1/4 of the Northeast 1/4; thence North 880 10' 16" West I ��°' f✓ `zN m ' 2 03 A a- /5Z28'CH. o e 104.67' 91.8T m / TRACT X P ro 1 0' \ �p �' i m°I TRACT Y Z A oN US S88'08'11"E HERRICK HEIGHTS ADDITION along the South line Of Said West 1/2 Of the Northwest 1/4 Of the ARE CHORD DISTANCES. p o (-1 , gA s.21 \O 1'1• Z 25' B.L. in A 3 ALL EASEMENTS ARE FOR UTILITY / ^� ' �� 6 A3 'W d1 4 w m Gr A 9•aA N 3 `" 3 3 ti1411 f�0 •33'469W I 9 PLAT BOOK 1, PAGE 260 Northeast 1/4 a distance of 659.32 feet t0 a point at the Southwest `" Ci no �,•\ 17,2 s 0 E 9 a 11` m 19 0.1 v 18 0 . AND/OR DRAINAGE PURPOSES. 0• „ re Rj 5A O O o� \ 3.84'CH. o corner of said West 1/2 of the Northwest 1/4 Of the Northeast 1/4; ��, > >5 yl 1,': �i mow, r1. yy N O o ` vim mU o LOTS AND STREET ARE SEWER RIM ELEVATIONS 91 9 :� a` loa a 0•�7 cj O N 20 0' 1'- N1,1 oL Viz- ' 19 o I thence North 880 11' 54" West along the South line Of the 4 TRACTS V, W, X, Y AND Z ARE N32°33'44"E ©1 / 10' UTILITY AND/OR z 6 02 m Op- w• 9 s. tJy p0 �1o'i°, p m, a+ �„^�25' 8 L m m1 8 PLATTED THIS AREA- NO STREET g PROTECED GREENBELT AREAS. 74,30' �O DRAINAGE EASEMENT om 0� g 2 p o3 N 21'0 $ 'aS�Z' 6� 0 0 "o R �a m� IMPROVEMENTS HAVE BEEN Northeast 1/4 Of the Northwest 1/4 a distance Of 843.31 feet 70 O O S88°08'11"E N61'58'17"E 45'81' n ®4�1 / 2e :tie m 2 A N 21 Aso N m io COMPLETED, the POINT OF BEGINNING, containing 34.900 acres, more or less. 10 390.29 5 10' UTILITY AND OR DRAINAGE • Vt' 3 0, �, �� m w o N --1 113.79' S88 31'29"E 17.33' /j I 3 10 .qi y p o, 0-, a oy- 5 Do 3o m 444.64 EASEMENTS ALONG THE FRONT NO2°31'48"E 9.91' 10' UTILITY 3 aU �'�8, 2 c 'A3' •19 E r �� O © 1° -+ [8J S88'Og'11"E d "1 20 o I 7 ©0 1. x1 Nss. c?¢' i, ro °i 5 3 33 a w. �, y✓ 0".�°. `t N o 3 400.53 OF ALL LOTS. N61'58'17"E 5,98' EASEMENT ,01,1 U I OS• 2m 5y 312 22 -O r 5 0' . 111.90' --fN p •24'59"E o O e O BLOCK 21 4?• N6 0. �c� I� o''o ©• °9 6 REAR SET BACKS OF ALL LOTS 10' UTILITY EASEMENT •31'29"E S88.31'34"E fD "'I e• IV F 1. 63.15• m °, 9st• 31ST STREET ® 393.53 6 0.05' S80•t3, o N 03'S2" y\ "' © 8" y0 O1 0 8"II8'ii"E ADJACENT TO GREENBELT AREAS NO2°31'4B"E 73.01' �. 80.00' lLiBJ� 23"W m'7I A 8 F N88'1o'51"E m N N }�\o, P v Z 43.33'CH. °; rn 1p O 397.96 IS 20'. NO3°19 4 "E � 3 4.4 0' / s7:6a 7 7Q, / ti 1; 2•Jr 67.4a' a N 01 23 O \.'o 0 -45.0g"E 11s.oa' s'-�-L/% 2" 0 01 it' a a'- 9 io a 'I EASEMENT © 435.24 66.47 =<0 14 w w YQ 3 m /0 E I O/ o N w� mN O j1• �yy N 3'32'44'E I 7 MINIMUM FINISH FLOOR ELEVATIONS $57°26'16"E Uo�= 1O o 13 N o o Y1 m Z 26 ' F ;v �o o e rn ' •1g a N 25 0; M N S O '29'4� m© Z �o w'? > O w m O F �P? E n-? a? S15°28'15"W fO 21 o L- 12 0 377.34 ARE BASED ON AVAILABLE SEWER 31,17• 5 Im, o ...i i'oo mo 12 i No i7p o v C n w o 24 w O •6 O� _ _ - -- - - -- ^"7:�iv ai � o ioU w� v• 11 13.49' ,- a0 o o y o•.1 0 F 61 ,,p • -N 81.99'CH. 32 N 2.46'45"W CONNECTION. S57.26'1s"E 7.01' vw"1n w o '� ro 26 �; tea; ioN 6"- - - - - - - 0 o n �' o oA aq 25 J- m N m F 1 1Ab�0 �yg �� ND.E.0 .22'CH. m UTILITY AND/OR N32.33'44'E 4.27- Zm o o - ^� Z n'N :" 10 ® ro g• ' ry - 26 O .57' no 3 3 Sa8'08'11"E . z S24• v Q7 m"1 m 1'1^ m 7R CH• 2 y 'a r DRAINAGE EASEMENT i(�23'44 E_ v 15' B.L. 8 1'S3 4 7 O� 25' B.L. 9 .29 W i 0,2 Na O.1T23" om �o p 6.8' 116.21' FUTURE 90.00 T 25• '3g' '� 7 3� i i O 2] S8 'a 40.55'CH Q ROADWAY N57.26'16"W 6 L _46_B W _ 24.81'CH B °jry 1 Nr5 h- 87:89'CH. '.. 25911 CH 31'3t 2Q '°'T'- ow X y'`by� 6� o ^ 6'S6'20"1N 10 t11111111/ 58T1 16"W Q S84'44'09Y•1 5 '' © 'o r O 9 2 15' B.L. 0 1\ / -EXTENSION 16.a8' N88'31'37"W 284.35' N83'4 ®N79° 8 i A° 923 40 2 O r, O.Ot aw1A '.y 9 A$'O�I 0 N 2°57'24?W Omi ��71 Tjp �t 7��/� 'f 'V .09' 6'58"W 021g"W 175.8 9 2 �''3�4_eII_ 6 1ArUH• o, rNOy28 tt p•i 1,1 y91 Nnj3350 rn ��-'44lA■,�i/ESTATE F`.. N5 34.0 6"W O.QS 6fi,_ Ste` S.gg• 0' 6 • O y y 3 13 76'CH. N �� e••ee••eee• ii ' ARICAli A$ 34.02'� \SEWER 1 / �,--SEWER 2 49'37E 2 w, T 9 9 s w / % 1`f 4.77' m� ,a w - O r O• Oy0'`g TRACT V `r6 9 .• BTATE OF •. 1 �_ U. � ro N82' V O G � e • i N57.26'16"W �/i7 �fO ai : 25' B.L. m n�)��, o $1.15 1° O O 2� '3'C 0 29 00 O. F <J C-0 , 0° o u "S-_x i 11 .tt " E / ARgiANBA la N32°33'44"E-= �y N� <� q� w �5' N y m o0 0'/O v > Fy go• og 621� E" 7 . 7ji37s• : Pd9 957 ��+ 11 'h r` o"- i0 0 NQ 'vo B.L. a C- no ,°°°iv-"'�f----0 B.LN U O 391] O Op �. � S 7s, F E 127.76' j n,"J M f7 7 N P yfry O O � O 7 N Ja126' O N 30 O m y3 !" OO 0 y 0 `� 4 e( ; REQI$T RE a m "i o 0 oj•[YYY n"i m S O N wrn- 0 15 w� 16 17 ro ad o ^ `o m< om. "7 A TQ N `r W Z 1m1� rn w10 8 • ; PROFE$ O i 15' SEWER EASEMENT • /Oti rn 16 19 0i h o•-m N• ww -0 16 G� S88'11'54'E 473.68' ® z y 33 0 -'O °D > 31 $ R: °D 1O ^7- • e 1n m a 5 z g�0 0 24 0 o a = 23 S , N(iI e� t3B9B' Z' m z 32 z .9 6 N N N A (p ! � +� 80.03' 84.03' 76.41' t06.6T / rn o I W 5 TRACT Z + w N J ° i "•e Y•••' FOUND IRON SMH •' /. 136AX 91.83' 49.18' -�i 1A.11'A6" N -ct rn ® 0 7•y � •• 1 .a �10 [� , I PIN (AXLE( N88°1154"W 843.3f 10' UTILITY AND/OR -� 5 °• 142.00' 129.74' '��//7 >�►''11\���1 *'e a1��1 `IoY r BASIS OF BEARING: AT THE POINT OF N88 10'16"W 659.32' 7ttltllllltll srarr� PAGIS COORDINATES SW CORNER OF THE BEGINNING DRAINAGE EASEMENT FOUND 5/8" REBAR ® As SI(�netl NE1/4 NW1/4 10' UTILITY AND/OR Q "J SW CORNER OF THE FOUND 5/8" 100 50 0 100 200 SECTION 17 I DRAINAGE EASEMENT FOUND IRON PIN (AXLE) W1/2 NW1/4 NE1/4 BY: REBAR 16.38' NORTH, 0.32' WEST SECTION 17 OF 5/8" REBAR DATE: "cam UJr Scale:i".100' S:\2003PRO\203-222\FINAL PLAT THE MEHLBURGER FIRM Arch/tectn-ELgiveen-9urvey°n u�t;ly o j[[Uj o D 0 THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM vt9MV V *t�wtsM BAR IS ONE INCH ON ORIGINAL DRAWING. o 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FINAL PLAT OF PART OF THE SOUTH 1/2 OF SECTION 8, AND PART OF THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W AND A REPEAT OF PART OF TRACTS H-1 AND J-1, WOODLANDS EDGE (PLAT G-780), LITTLE ROCK, ALL IN PULASKI COUNTY, ARKANSAS SHEET LOTS 1-33 BLOCK 20, LOTS 1-19 BLOCK 21, 1 of 1 DWG LOTS 1-26 BLOCK 22, TRACTS V. W. X, Y AND Z NO. WOODLANDS EDGE DATE 3-31-05 LITTLE ROCK, ARKANSAS PROJ NO 203-222 DR SDN cHK BMW APVD BMW NO. DATE REVISION BY AF'VD tot South Izard 0 ultIc Rock, AN 72201 0501/375-5331