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HomeMy WebLinkAboutS-1313-I Map 1x \LA 4s 5 1 +)j d'�0 `Jc� �$ 'J E,1ai'•'�«•o. i a „ I PROJECT SITE M11 !, \ � 2 s 73 \ FLOOD PLAIN 2 U 6 8 O 74 f-FLOODWAY m \ s CERTIFICATE OF OWNER (' 1 $+a•aT•3o•E \ a 2 We, the undersigned, owners of the real estate shown 14 30' TRACT J-1 ,d. 3 7 4 t!• ko and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, NO2 34'35"E S 80 0' 0"E plat and subdivide said real estate in accordance with 1 1 9.47' 50 02' TRACT J-7 ` this plat. WOODLA EDGE S02.3�4'35"W - N �SOa-06r �•34 35�W gRODI�ORa EEK 7S PLAT G-7 0 3 10.08' 1' 308'2A'34'E w 9' 11,34' / NTT• 3o,T3• sa47.e - e3.07• \ ` A $14°OZ&7" TRACT H-1 47.ea•� 6 72 76 Date of Execution Name - 1 �f 1 N14°OOT3�W ' 64'CH. 3ti •� s448.8 OC \ 2 Address 4e.e3 k 77 99.87'CH. 01 t , 0a•32'01'W TRACT H-1 S30 33'30"E e \ 6 Source of Title: 24.89' `j6 (NE �eq 854.09.22E s .40 / ° N30'33'30"W® N83.010-E pP gNOy 04.48 \\ 70 O ( 7 Instrument No. 16.4 0' e1.so S80.44 21-E 8 1 1 1 N48.1.07"E dl `pw N83°41'10"E 80.14' I 1 1\848'49'43'E 31.07' 50.06, lP 30.40' \ 1x11r4sr ® In w \ 41.92' \ 9 N86'11.48 E F\ r o • , �• / 588'3e'18-E \ \ CERTIFICATE OF SURVEYING ACCURACY [ ' 1 N4822.66' "E \o, a tP / \ 1, MICHAEL WATSON hereby certify that 1 22.66' 2+rj f1 F ' J'tpt''- w, .p ca. 8 this plot correctly represents a boundary survey made O ° * \ or verified b me, all monuments required actually exist 1 O°d, tpd) ,� . WOODLAND EDG and are correct) shown hereon and that all surveying . PLAT G-46 1\ - ® \ 8 requirements of the Little Rock Subdivision Rules and O PAL Regulations have been complied with. 1' 1 OVERHEAD POWER LINE0 --� RIGHT N WAY 1 �\ 1N \Oil \ 6 \ 1 EASEMENT ENTERGY ARKANSAS 1 Date of Execution B. Michael Watson INSTRUMENT NO. 2003064880 N \ O Registered Professional \ ` INSTRUMENT NO. 2003097174 ° • 1p W S E \ 9�� .o3v, B� Land Surveyor \ �\ 6 No. 957 .3 SECTION \ oo\F Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1, 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. Data of Execution Wes Lowder Registered Professional Engineer No. 4943 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 CERTIFICATE OF RECORDING This document, number filed for record 19_, in Plat Book , Page (Signed) S E S W \ ��\ VICINITY MAP u1 7 \\ +• I�j, 0 3 \ Clerk SECTION�0 \ 15' PERMANENTS EASEMENT) \ \\ \\\\ °, O I �. \7 FLOODWAY Se,�a,a� g'�;o 34� s3 0 2 CENTRAL ARK NSAS m - I \ 70 e� r oo. PROPERTY DESCRIPTION SET 1/2" WATER RIGHT/FOR-WAY EASEMENT \\� A REBAR INSTRUMENT NO. 2003078776. $87012'46"E\ \ - -- 64.a• -- S87024'04"E 663.37' / 83.47 �\ _- _-_ -- ----\°•+6'3'E 7 Part of the Southwest 1/4 at the Southeast 1/4 and part of the \ 849'29'05'E 10' UTILITY A /OR 7 e _ � \ OVERHEAD POWER LINE 40.1d' Southeast 1/4 Of the Southwest 11/ Of Section r and part Of the PAGIS COORDINATES SET 1/2" M �87 2'-41j,24 -j RIGHT OF WAY West 1/2 Of the Northwest 1/4 Ot She Northeast 1/4 and the / DRAINAG EASEMENT s2e•2ona•E CORNER CHORDS CENTERLINE BEARINGS &DISTANCES REBAR FLOOD PLAIN6'30'39'E 10' 17T1CtT'KAdBf9R 21LO�'Ile- EASEMENT ENTERGY ARKANSAS FOUND,/x• 40.09' Northeast 1/4 Of the Northwest 1/4 Of Section 17, all In T-1-N, R- NORTHING EASTING DRAINAGE E SBMF`NT TRACT X�q -/ INSTRUMENT -NO. 20034 4a! REBAR 111.23 sas°15'03" 3 ` 9864 13-W, Pulaski County, Arkansas, more particularly described as Q 143150.9403 1184950.3386 N38°47'21" 155.54' P INSRTUMENT NO. 2003097174 N66.38'17' 682.2+' 7 7'� 143258.6213 1185019.1031 1Q N29°09'37'W 3a.25'CH. 10 S61't2'O6"E 71.83' 'o'- O '3 W 114.15, oe Q, �� 8TH STREET fOIIOWS: 143276.9307 1184990.4317 I Q N56'53'29"E 34.76'CH. 2O S24.Ot'53"W 17.09'CH. \ / 1 m ¢ ry m "0 ��� ® . ® 143352.7835 1185038.9709 LEGEND , `S?>• ry o v+ ,"p7 °� ry 1 + e.'�a -1 �j�i. ��e1� �- 12 STARTING at the SOUthW@S[ COfnef Said Ot the Northeast 1/4 Of 143336.0061 1t85065.1433 Q3 S65'21'12"W 35.08'CH. Q3 N01.29'23"W 16.22' N 08•j / N o o P wh row FLOOD PLAIN FOU D IRON © s2, . 2 s•2 o rn \� 3 7�P CAPPED) the Northwest 1/4 of Section 17; thence South 88° 11' 54 East ® 143402.3621 1185069.0035 ® N21.14.36-W 33.49'CH.. ® SOB•32'07"E 58.67'CH, CH. CHORD r O/ 77572 8 k' 0 116e•05• cry 'v J Q•P 052 \ 15, PERMANE EASEMENT I I' 11 along the South line Of the Northeast 1/4 Of the Northwest 1/4 a Q 143405.1699 1185074.2778 B.L. BUILDING LINE N39 J'24"E 2.70' p• e3G "!91 8� �, 02• $'• wn g6" S>O• CENTRAL ARKA AS distance Of 473.68 feet to the POINT OF BEGINNING; thence North ® 143415.0712 1185074.7163 Q5 S47.42.16"W 34.83'CH. S17.38'DO"E 14.91 D.E. DRAINAGE EASEMENT \ m 4'42. �,� ry T1 A8 _ '70'0gWATER - ® 143415.0712 1185074.0387 ©N42'17'44"W 35.87'CH. ©S17'02'13"E 10.41' S.E. SEWER EASEMENT .ebry Ise• 2 0' S•C7♦SFs h'S� '0N 10% s f05,2j, F\ �: NSTRUMENT NO RIGHT -OR 32° 33' 44" East a distance of 127.76 feet; thence North 57 26' ® 143414.6250 11850 2.4719 I 10, SEWER q/'' II 16" West a distance Of 34.02 feet; thence North 32° 33' 44" East © 143498J016 1195772.1966 70 N7T55'55"W 34.2TCH. Q7 S18'28'25`E 49.79' EASEMENT N�26r? ^� , 2 _ /o v 1 c/ 01 jY FASF,}1 NFR a9wd. Uhl 4a, \ \ I o 10 8 N72'58'57"W 45.56'CH, {� v s34.� Qeti A ° Im9. 9 ?� o R 10 �.• �,I' O.wA M'O� I IW a distdistance Of 90.00 feet; thence $ 3* 570 Ea 16" East a Q 1438a9.2768 1185311.4377 Q N69-46-56-W 37.74'CH. Q +y A, diSt8nC0 of 31.17 feet; thence North 03° 19' 46" East a distance Q 144027.7906 5.98 1185282.1338 - 1 S62.29-47"W 31.10-CH. qe/ 3 °'� N64.7S' o' •a ° ?s?Aj ' O+' y 5� 9' \OCR \ I I 9 ® 144027.7906 1185447.8469 " •o •`v 9� 77 7s^ •b0 ryb `7 O o '`y'IG 'rS feet; 66th feet; thence North 61° Ea a East a distance of feet; i© 144233.7259 1185447.8 49 QO S29'08'10"E 38.25'CH. p• 32S, ry q'� / �00' w y `i Ss6•t i° � n Sp5Ahe- 00. ' S? \ fee[; [hence North 02° 31' 48" East a distance Ot 9.91 feet; 10' SEWER 6/ 4SS „� 0, o, a \ �+• ' •3 I thence South 88° 31' 29" East a distance of 17.33 feet; thence 144441.8033 1185617.1015 ® 15' CONSERVATION 6 EASEMENT ��� Na • 3 0• / ,. 0010.25'28"W 7.02'CH. DRAINAGE EASEMENT ry Ns2.2ose>>• 6.s3'3 y U ry v S 8?�� / v 6^2titi1 `T' \ TRACT X SS Q7 144437.7444 1185700.4761 I (EKCEPT AS NOTED N38°49'23"E 264.33' bry� h sr29' N, s •ry O ro ys•s>3, �� 6 3 G North 61° 58' 17" East a distance of e5.81 feet; thence North 32° 144703.3748 1185644.3472 11 N37.03'46"E 36.70'CH• 2 s qr ti. �ro � = 8 sg, pZ ©a \� \ I 8 33' 44" East a distance of 75.02 feet; thence North 21° 37' 43" Old DRAWING) //// W , " m °2 h, Off' ut `' • 1i a; = \ East a distance of 377.77 feet; thence North 090 19' 20" West a ® 144833.4529 1185567.5468 to N67.13'35"E 14.67-CH. 10' SEWER +y 4 .y / yZ .0 IV ^� 4000604"E fYI O03 �> N 4.53'24`E \ J' �\ 144847.5742 1185559.2094 EASEMENT \\ ry / + . U distance Of 180.90 feet; thence North 38° 49' 23" East fl distance a.1� \ 5,4 S49'30' r .94'CH. s Q2 S49'12'20"E 36.27'CH. 20-SEWN RIGHT OF WAY 7 Q 144944.4779 i185535.0318 \�` Nam'°p,��/V�`V° rO :� 3' '�`¢! 2 s•70• 14'2a " m �,`� &a•i&'1s"W N EASEMENT.tt''''SUBURBAN SEWER \\ I. of 264.33 feet; thence North 39 35' 24" East a distance of ® +,o , ?,?, p.�"{�^y�, o'j ro p 4 p `o ?'n 1g'e g7 a 2 N 125.98' IMPROVEMtT DISTRICT NO. \ I 112.70 feet; thence North 38 47' 21" East a distance of 155.54 144953.9426 1185535.4577 / h ro O• ,o. O• y ;v • ro CO 41 9'17.38' S84'37'S3 z 00°28'35"W 3 239, PULA 1 COUNTY, ARKANSAS \ feet; thence South 87° 12' 46" East a distance of 83.47 f@@[; 144962.9317 1185585.4628 CENTERLINE CURVE DATA CUL-D-SAC ISLANDS o 'S yN �� a e V ,E^i ^� 1 'a ^ .s .E. W 7.24'CH, a o 3.14'CH. INSTRUMENA NO. 98 007582. I 29TH STREET 144941.6077 1185584.9533 I 15' UTILITY EASEMENT / : 5 Q ^p ^y 5 ? S24.34'31"E \ (o 144941,607 1185584.953 TRACT V 0.041 AC± � m bb Z at 'v 0 °' � • I �0 •37'34"W 12 ors I thence along a CUfV@ t0 the left having a fadiUS Ot 425.00 feet, ® 144851.6660 1185614.8578 DELTA RADIUS ARC TANGENT TRACT W = 0.054 AC± V O •' 6 k - 88.32' H.)I oI 64.28'CH. ,:" 5 an arc distance Of 276.34 feet and a chord bearing and distance ® 144728.7956 1185614.857 8 2 N k .w S �7z2' S7 i6, h ^?S' o �n 602'18'44" rj N © m'� W j 2 N W N E I 12 m 33°08'27" 150.00' 86.76' 44.63' N76.34'65.w ^ f g•o4'o6"E 3tr,2'oa?k9'® 6'�9 2 r• 7 ? 5's o of North 11° 55' 53" West a distance of 271.50 feet; thence 144435.3081 1185750.5210 6- S30.52'34"E North 30° 33' 30" W@S[ a distance Of 151.06 feet t0 the Southerly ® 57°42'08" 450.00' 453.19' 247.91' fu 72p'Oo' IQ2 2373H $>2. %s e >�•ra w 3 11� 25g�C Op• W ti 2.21' 144423.3348 1185996.4669 cv m 3 Be, 7• • UT 20'72^ 81J. -04^ 7 H• S E \T I O N 17 I� ® 144363.6063 1186101.3924 ® 37°50'04" 780.00' 515.06' 267.32' ., r,•.__�W /Lfj'�f p 3n•..- ¢ y, °40.2q.E, 3,S• 11 Ilfte Ot Tract H-1, Woodlands Edge (Plat G-780); thence continuing ® +a3ss7.o371 tt86aa7.71z7 ® 38°03'52" 239.66' 159.02' 82.57' N E n , \ n / o mom- °'U 7p7 ORAf y ANC as. "�Ll! ,n rrryddd North 30° 33' 30" West a distance of 16.40 feet; thence along a \I V V o 6 In N I u N Di 4 ry 3 0. B 06'31.'5 " 239.66' 159.0 8.56' 1 0 �^� �7•a GF F oq 8• r o . g .7 z I curve to the right having a radius of 175.00 feet, an arc °' v "1 "•ry AS 3 v 13 oory 0�3 �yF ® 143103.3791 11asa52.aeoa ® z +� a Qo2s, �- FMF>s 0 2 �'• UQ \ distance of 101.41 feet and a chord bearing and distance of ,- Na2•os'24^yy o 9 A h o B.L. • 4� r ,S g, m ti 4 ,n Ss • \ I 10 North 14° 00' 34" West a distance of 99.87 feet; thence North 02 ® 143724.4201 1185793.4983 ® 28'45'19 175.00' 262.7 44.86' N09e19'2O"W 180.90- I N w 120. I- ^ o;v o� o.e• 6 26 C/d = Q ^O� 7 10' U ILITY AND/OR ° � 30'O6'19" 500.02' 262.73' 134.47' SECTION 17 _ � O � DRAfNl\GE EASEMENT 34'oo• m � 10 m o ,- \ r4 °j F Nso, "4g�,, r7o 14 0, es s. O � ® 3t°55'37" 200.00' 111.a5' 57.21' I X o N = o r� zao"w '� 0 11 0 o WSq, ° Ss T ?�+y'� O^ •'9.0%• I Sw tgr East a distance of 9.on feet Plat the Southerly end o �p Sweetgrass Drive as dedicated on said Plat G-780; thence South MINIMUM FINISH FLOOR ELEVATION 09.29'18" 150.00- 24.84' 12.45' U ooi 7 �"'v0i +'rl 93.27' NT2>5,36,v7 n ,m QyU to '\ 84?\/�( d't' Sa ^�y'^ 0� S \ I 9 8$° 50' 30" East along Sefd SOUthefiy end of Sweetgrass Drive a h `O n I oa°OB'13"E 0 `vo+p�.q� g'�R'eo ��� 15 49' distance of 50.02 feet; thence South 02° 34' 35" West a distance to 06°43'54" 300.00' 35.25' 17.64' O o 3 28.90�CH. tt.3' t>"6V f'u 12 onJt0+,K1 �°' Ss• F1 6>, a'i• QA 361.00 -1 ® 21°26'16" 750.90' 280.95' 142.14' ® 1 m Z N8T3T52"W N t"�, j" >2• fNA L y F y '0 `7 3 ^, 2 SS yS, O4��Q ey ^' Q 9>9 , \ / !n d8 �35;5--0- Eq ^ / I of 11.34 feet; thence along a curve to the left having a radius OB 385.00 0 L{'jl 54"25'29" 275.00' 261.22' 141.41' 15' SEWER RIGHT OF WAY EASEMENT 00 120.00' 0 lo;, � '109.56'3 3 >2g•0q" T GES � � ^ 13 o � • F cy� so s ^y � 8 Of 125.00 feet, an arc distance of 72.25 feet and a chord bearing © 394,00 W ® 36°08'27" 130.00' 82.16' 42.50' SUBURBAN SEWER IMPROVEMENT DISTRICT Qo' 'J ,,o,��; 3 D,E. i0 3•>2• A v N6 a bry >2 [tj] �, ^ S \ I I NO. 239, PULASKI COUNTY, ARKANSAS w 1O m ^' o"'°1 �n =rov •"" `1"� °° Q?7•ro^� ° .^h. ;31' B2• '9 �' 16 1rP. and distance Of South 14° 07' 57" East a distance Of 70.64 feet; 8 w m. 0 8 �. o0s>, m^ 14 C s' A ° OD 408.00 INSTRUMENT NO.98 007585. ��? Uv1 Io1^ ©i7y o0 7 h� S- w 2m 10 `'S• h' 77 S3. a 6� �`t�.O'9� �Op a 7 thence South 30 33' 30" East a distance of 24.89 feet to Said I Ixi ena 0s �o H h`/am' F ti o 9� B1, os \�b,G c,• •h v� s, \ I Southerly line of Tract H-1, Woodlands Edge IPiat G-780); thence Q 403.00 p i m am K o.- Q y+I Oti'. 1P y' > ?' s �A continuing° iv FLOOD PLAIN STATEMENT Se °5o'3s'W N� g ^,o. +�Ow� a� �o, ,ysgss>s �r�`3 ^" 15 00 2,•s� sF �^ a`' 17 South 30 33' 30" East a distance of 142.69 feet; 395.00 0l m�,9' 30TH STREET thence along a curve to the right having a radius of 475.00 feet, O 417,Op Z A PORTION OF THE PROPERTY SHOWN IS LOCATED m 120.00' II 1 63 7 \ �,�ytiA�, 8 y°w. qSs 41Zq e ssy • ^h� ^y - - _ - - - _ WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED / g4•d7.06"E °o\ a ,c, G w, MF Nq s y N w 5.1' - - an arc distance of 305.43 feet and a chord bearing and distance ao5.00 BY THE FLOOD INSURANCE RATE MAP, PANEL N0. / • o D --� 5$s'` s8 ^ 6 �9 N yT GFOCLh T B� o wy� ao - - - _ in o 9 0 82.35' 1 \y j0 W 1' 3gG�, '1 •?o ��"��r,`3 16 y 'off a o° > 12 of South 12° 08' 14" East a distance of 300.20 feet; thence 1� 3sa.00 050181 0081 F, PUBLISHED BY THE FEDERAL / 11 z�ax /�,> dyA 32'55'21"E ?2 s' \ o South 87° 12' 46" East a distance of 246.24 feet; thence South EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. 120.00 4 A N`: \ \ O ? ood .11 5 3.27' 10' SEWER ewe. Av10' UTILITY''. / ° ��m�+ 60° 20' 58" East a distance of 120.73 feet; thence South 46° 30' QK 404.00 $80.38:03 U1 O riw ��\ • O .,� '.�3 .�• EASEMENT Y SO.900 � \O��.C\\ NN \may o, EASEMENT m 161 - 10" East a distance Of 532.56 feet; to a point On the East line L 434.00 N21°37'43"E 377.77' 0739 3tih� T `s?' '0 O `y �: ,r 18 7 11 O S18g3'CH mZo mS\1 Q av O• jl9G�' S23-2017-E / 447.41'S, Aa1�6 o m\ °�vdm of the West 1/2 of the Northwest 1/4 of the Northeast 1/4 of said an.00 I / 1nm m m cl 6 3 �^ i s ? 6 �� 225 2a \ Section 17: thence South 02° 15' 28" West along the East line of © r(;'o• 1 15' S 'M P 0. -43` 10' DRAINAGE /• 6 r O 3 0: p6 a, ,cf,7: 20' CONSERVATION 8 B,L• _P '0 92• .78' EASEMENT S v O said West 1/2 Of the NOfthW@S[ 1/4 Ot [h@ Northeast 1/4 a distance QN 403.00 NOTES: NO ACCESS EASEMENT u• S07.21.35' 7 U1. 58'-0 " UTILITY AND/ BO „ Sy3 3 O 06 10 op ; y 3 F > 52 05• N �\ I of 894.35 feet to the Southeast corner of said West 1/2 of the QO 397.00 1 SET 5/8" REBAR WITH CAP rno 29.24C S S Sf m DRAINAGE EASEMENT ly H13.20.05"W X pp m-p pn 55' N15.23-17"E N N86"22' "E °o ' 1"E ''r \ Northwest 1/4 of the Northeast 1/4; thence North 88° 10' 16" West © 392.00 AT ALL LOT CORNERS. 15' UTILITY EASEMENT�, l C-, i aP ��„� e1'.AO" O w R. 7.28'CH. o ® d8.79'CH. OO 385.00 2 ALL DISTANCES ALONG CURVES �j✓ 1 �0- °ope21+E\ . Z / 4 I A TRACE Y 'a A0� 10567 3 3 91.87 NON oy S88188'91E I I 9 HERRICK HEIGHTS ADDITION along the South line of said West 1/2 of the Northwest 1/4 Ot the TRACT X 11 �o PLAT BOOK 1, PAGE 250 Northeast 1/4 a distance of 659.32 feet to a point at Southwest QR 375.00 ARE CHORD DISTANCES. (��C 7Jo A'' \ +•'t'� Ci� N6A 3. " U, OjJ ov 'v 00 1 t•�0 •33'46"W 3 ALL EASEMENTS ARE FOR UTILITY / 1�" 1 6o3No n2 2 ��ss'• m \�UnS 9 `°'o pm o� "'i 18 �_O \ 83.aa'CH. o corner of said West 1/2 of the Northwest 1/4 of the Northeast 1/4; f , s ; , 5 N o o +m 0I m0 o LOTS AND STREET ARE }hence North 88° 11' 54" West along the South line Of the QS 367.00 AND/OR DRAINAGE PURPOSES. O R T� `� W "7 ' "' ?a 55 p s 20 0' ^'- a w o� P7' 19 0•� I 8 PLATTED THIS AREA- NO STREET IS m I Northeast 1/4 of the Northwest 1/4 a distance of $43.31 feet to 10' UTILITY AND/OR 1°J iO a OO sw, S9 @, a59 00 wo'�S 6' e± o a„�25' B. IMPROVEMENTS HAVE BEEN 422.00 Y AND z ARE N32°33'+14"E QQ 0 z �o • 2 b 3 0 /i 'ss br` o'o ® s. 1O °' se8•08'11`E COMPLETED. the POINT OF BEGINNING, containing 34.900 acres, more or less. 4 TRACTS V, W, X. 75.02 / Q, DRAINAGE EASEMENT om 0 9 0 + ?.; A � �� -� � � Q 407.00 PROTECED GREENBELT AREAS, N61'68'17"E 45.8T oN 0 v o w. o. ,� �. 0 NO 173.79' QV 400.00 I 5 10' UTILITY AND OR DRAINAGE S88'31'29"E 17.33' nj� 3 ®I u,l I b °' rn 3 m o cs`rt2 d'o` 21 tsa, a 0 5 m 'l 141 o 7 ® 10' UTILITY oO�I 3 an 2 Ny �13�•19'I'1 E O F LV @. .tee 388.08'11'E p NI 20 NO2 31'48"E 9.91' A?I Nss• co m e a d 3 '4 > v 6, 11�.90'oa QW 395.00 EASEMENTS ALONG THE FRONT EASEMENT 5 9 0• • 5�� N 0 °24'59"E o OF ALL LOTS. N61'58'1TE 6,98' ,tmv NU ' Os4 z h a^ 22 0o rn, 2y I tt T p1OH 6 °D;2 m 0 388.00 8 O9 BLOCK 21 � rl� I F W _ t0��p� P +10' `_gy1H �m o a 31ST STREET /�L�-�"""7 6 REAR SET BACKS OF ALL LOTS 10' UTILITY EASEMENT °380.00 S88'311134"E o r-Ira 8'03' ..,,,,�rrjjf L\ "' © $� t�50 y Z `43.33'CH. v; y 9 a 10 ATER- j„Q,,-+1_ //' �' % 0 404,00 6 0.05' 80.00' S80°73'23' rn °°I >W 52•E N88'10'61"E o N N N k�\� ,0 118.08' ADJACENT TO GREENBELT AREAS NO2.3103* 73.01' �• - w �I o „2 82.77• " ,,, o, 23 O / \J/p 0'ty� N 4.45'08`E m Y 'I EASEMENT `r QZ 4t4.00 IS 20'. 4.4' •0' 7 02, rn 67.48' 0r �? QQ`13 6 ,sN 3'32'44"E NO3°19'4¢"E 6'oa 14 a to O m 2,ta, E o r; m'� pN o > a' �. �9 Sv N 25 o a 91' _ / 66.47 x. m. w Y 3 n. I n� O ,o z M o w^? N .OEa 60 w ��/ Os nW Si5'28'15"W 21 o L_ -12 - - - - - - Y.0 o� ' ® 423.00 7 MINIMUM FINISH FLOOR ELEVATIONS $5T26'16"E pt -.t o 13 e" 0 12 0= ,N„ ^= O o'o m L r'ni O �' 24 ao o �" F OF 1j6'' O� 2.? N 61.99'CH. 3z N 2.48'41 W m - - - - - - ARE BASED ON AVAILABLE SEWER 5 m, fOU� mq i00 o MU o 0 13.49'C „9 ® 383.00 31.17' r 0• N N o O 11 0 00N 25 Pt'- 1 C 9 0y ' 2B t0 D.E. U 3 .22'CH. ® I -to• Na7 ^+- �� v• o rT 3,i, 26 N ,N tl)N ^' rn F A• C a5 f m- UTILITY AtJD/JR CONNECTION. S57°26'16"E 7.01' ' a'v0^ � o P.� o' NN ry 10 ® m •+• b,o '!� °; N ?� 0• a - 0 0 . DRAINAGE EASEMENT m o ' 25' m z v a ro' to m m 9•CH' 2 26 N `s>' , 3" v.- N • 6.6' 116.21' N32.33'44'E 4.2T a-Lz� z Z •d25' B.l. ^ •c'� 7 B.L. .2 , Qd / �r� 1T2 °I o f° 01 ^ 0 625' 9 5 �' O' SO 27 + g0• 6 .620 VJ I(' tl f/ N r/G Gr' - i132_�3'4 - - 62a - - a• s� n T H E �o 6�� S t, tllarrr Cir FUTURE 9U.00 8 OL 4 3 nr N76H.-- BY.89`QFI. TIC T'3 a LPv'- w. X 0 fi n 9' GJ t 59• 3 '7i © a 0 6 2 ' 15' B.L. 22 0 ROADWAY N5T26'18"W 587.1 t6'W -45' R/W _ 24.81'CH,� '� 8 g S84'44'09Ifd- 23" 2 65 Z o p- o.m+ u`ws, +.0 90 A� •G�' o m ���� /G lIS1 EXTENSION 16.88- - N88'31'37'W 284.35' N83'46'S8" N79.02' g 2 ZC i�A•59 N. N o, M.O 28 /y 4' •y1' 91' 960 hs N 2.6T24"W ai - - ^� s,••ao '+/ ! 34.02.' _ ® _ .09' �� 19"W 17 `'34�ax �- g�1 C' O ' y yj 6h N 3• C. ♦ °' °, , 1 ! ARK AB �a N57'26'16"W © 0.1lCi 90 05_ 6 ' S•a0' 4' L 309 y �l 9 S76'CH. I 9 `^ o• STA l E OF •, 1 "°'�•-C' 5.69, W L8.1 37.,E Z w_ u` G \ ° '1 m U• a W �.� N82'49' - 1 O O O10, O 9.9 F. / s S ° ' '+„ 4.tT m`--gym- ��-� 81ffi' io a 03 h b` _ / o r F Q' .}[ N°'6'` RACT V O.3 ARKANSAS sQ �, � 0 t�t0 1,u 25' B.L.. rn +� h ,Vw rrCZw -i"s_�m Zs ar r 29 0" w0. 0$ hy1 � 7S• 7j,7 7g` -_ .. : NO. 957 � � � a N57'26'18'W io ro N, ^ • a n W ®p b N°, oo C. y, _� u .o 39 0 0 �• s• F REGISTERED °Nh an LO 25• rya 4+ n NO �N 'N O O� 3 60 O� 0' ��^ �N e(. - °s _ >f .• N32 33'44"E�� y o 'o o ,v N , B.L. /o m ° M u10--� fNpS B.L.O. N 30 s6 rtp ,� y wN o wa, 8 = ;W �dP7RVR� 0 PROFESSIONAL N °1 o y o v 7T z o ENGINEER 127.76' > m 15 16 a o n m o ao . n r, TO o �6 �!� 4, rn N o °o /,V rn n 17 18 ^' �� 19 �° Nq ti owe N� ww 2g a oA P 23 ° o * * */ 15' SEWER EASEMENT 'h ® o y h' / aA 31 5 0� dt 24 ON 1D na _+ io , •° " ` NJ 4943 +, z Z 33 0 rn 32 z w 6 TRACT Z ni S88°11'54"E 473.68' / m / z -tw s -t ?w �! m � _• 4'. „r s •� ` /- �!1 !+ _ _ 138.98, 80.03, gp 1 In O, ' 6°Vd w tt' ' o ra '0 7 i !�]>ti"_°.•s•'°ac,u °•° ^ �Ii�/ 'C_ D IRON Q SMH PIN (AXLE) POINT OF AT THE SW CORNER OF THE BEGINNING NE1/4 NWi/4 SECTION 17 S:\2003PR0\203-222\FINAL PLAT DSGN µ THE MEHMURGER DR SDN FIRM CHK Archlteete-gvgiveen-9urveyvn BMW 901 South Izard ❑ Little Rock, AR 72201_ 0 501/375-5331 APVD BMW NO. I DATE REVISION 135.13• 91.83' 49.16' SiA• A N f '�// 'a(,•••p° % '+,ems LOWD BASIS OF BEARING: •.03 15.41 106.57' / -1:M 11 m i ♦ ! N88.11'S4`W 843.31' 142.00' 129.74' /71 1�� /T%t [l(f ���.o��e�< 10' UTILITY AND/OR -� N$$°10'16"W 659.32' ffl11d111111 _'�5i..�•= PAGIS COORDINATES DRAINAGE EASEMENT FOUND 5/8" ® �xy-W-n- 100 50 0 100 200 REBAR - - 10' UTILITY AND/OR ® N- S e,,,e4.� S r�1-U�[e v SE CORNER OF THE DRAINAGE EASEMENT FOUND 5/8' FOUND IRON PIN (AXLE) REBAR 16.36' NORTH. 0.32' WEST "'('s Z>ti�'t �Jro� NE1/4 NW1/4 I OF 5/8' REBAR i Scale:)"=100' SECTION 17 � �y �. �S G3L UAL OO [ DD OO C�UU Gi]L�I�JSPu� 1 EnlIFY 8CALE LOTS 1-33 BLOCK 20, LOTS 1-19 BLOCK 21, SHEET 1 of 1 BAR IS ONE INCH ON FINAL PLAT OF PART OF THE SOUTH 1 /2 OF SECTION 8, DOG THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. AND THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W AND A LOTS 1-26 BLOCK 22, TRACTS V, W, X, Y AND Z HEREIN, AS A PRODUCT OF DESIGN SERVICES, o ® 1" IS THE PROPERTY OF THE MEHLBURGER FIRM REPLAT OF PART OF TRACT H-1 AND J-1, WOODLANDS EDGE WOODLANDS EDGE )ATE 3-31-05 T AND IS NOT TO BE USED IN ANY 01HER DESIGN NOT ONE INCH ON WITHOUT EXPRESS WRIITEN PERMISSION. THIS SHEET, DIN (PLAT G-780), LITTLE ROCK, ALL IN PULASKI COUNTY, ARKANSAS LITTLE ROCK, ARKANSAS qo 203-222 BY APVD THE MEHLBURGER FIRM SCALES ACCORRDINGLL Y.