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HomeMy WebLinkAboutS-1135-E Map 2\ \ PAGIS COORDINATES \ ' \ NORTHING EASTING \ 1 161682.31 1184599.39 CENTERLINE CURVE DATA \ 2 161782.94 1',84561.66 ^ I 3 162063.70 1184456.39 Q Q Q3 ® Q \ 100 YEAR \ 4 162176. 1184536 70 DELTA 02019'12" 15°40'56" 90°00'00" 90°00'00" 35°12'06" 49°08'22" FLOOD PLAIN \ \ 5 1:2175.17 1184536.70 RADIUS 405.45' 867.98' 37.81' 38,00 150.00 160.00 \ 6 162186.14 11114550.66 1 7 162387.64 1184788.93 ARC 16.42' 237,67' 59.39' 59.69' 92.16' 128.65' 1` 8 162246.89 1184927.64 TANGENT 8.21' 119.53' 37.81' 38.00' 47.59' 68.58' 9 162128.23 1185028.15 \ C 161982.50 1185170.79 \ 1 161966.51 1185179,79 \ 161899.55 1185269.97 161777.4 1186275.18 %FOU 161646.7 1185473.7161646.78 1185473.73 161668.37 1184930.90 FLOOD PLAIN STATEMENT A PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED 1/2" 1BY THE FLOOD INSURANCE RATE MAP, PANEL NO. \ 050181 0007 D, PUBLISHED BY THE FEDERAL FLOOD WAY \ EMERGENCY OANAGEMENT AGENCY DATED AUGUST 5, 1985. 7 1 NOTES: J�P / sQ I 1 SET 5/8" REBAR AT ALL LOT CORNERS. 5 �i tilk \ S(. 1 2 NO INDIVIDUAL LOT ACCESS OFF pU 1b. \ / l� , DORADO BEACH DRIVE. 3 M.F.E. = MINIMUM FINISH FLOOR ELEVATION. 100 YEAR �\ P P �� Q� \ I 4 THE FRONT BUILDING SETBACK IS 5.0 FEET. XFLOOD PLAIN 6 ALL SIDER"ARD SETBACKS 10.05 THE YARD SETBACKTARE 5.0 FEET. y� Jf �J \ �i \i9) \� I 7 ERROR OF CLOSURE EXCEEDS 1 IN 15,000. Gi 100 YEAR FLOOD PLAM oa, . \ F OU 1/ 2" I v vl%o o. 2 REBAI PROPERTY DESCRIPTION P S 5' UTILITY AND/OR DRAINAGE EASEMENN & �" A�' \ BUILDING SETBACK LINE \OQ Part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4 of C) w 1�. �� \ S2 F \ %s, Section 20, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: mi i M.F.E. \ I\ cS © `b� v0 9 389.00 \�' R'' COMMENCING at the Southwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; �A/ice \ d 25, DRAINAGE E�SEMENT thence South 87° 35' 29" East along the South line of said Northwest 1/4 Southwest 1/4 a distance 15'R. \ tie: Q, of 986.57 feet to the POINT OF BEGINNING; thence North 200 33'13" West a distance of 407.31 O y 0a y &BUILDING SETBACK LINE I J feet; thence alonga curve to the left having a radius of 435.45 feet an arc distance of 139.48 feet and � 53`o b� Z` 3 9 l. 0 I \� 9 L 9 \ s chord bearing and distance of North 60° 57' 20" East a distance of 138.88 feet; thence North �� \aao' gyp, Lac, 0.220 °O� sL \\ s S'�S° \ 3 43° 00' 53" West a distance of 60.24 feet; thence along a curve to the left having a radius of 375.45 �- 1 84 S : i AC. /p• p 9G�• �� E SS I [0' feet an are distance of 17.91 feet and a chord bearing and distance of North 51° 10' 55" East a t9l/ S 2Q ' '17"E \�jj 6\{D, yy°�oL �. 39000 00 \ 1 \ distance of 17.91 feet; thence North 49° 48' 57" East a distance of 311.89 feet to the West right of 2 'CH. 4A C� �� 9r.S4 °y. •Oyu 2 Z \ � I way line of Hinson Road; thence along said West right of way the following eight (8) courses and distances: `2:"\\ 30 A �\ FOUND 1/2" 1) South 44' 34' 54" East a distance of 197.61 feet; 21 South 400 15' 54" East a distance of °�O 4 O \?.,i ?� I \ REBAR O 155.52 feet; 3) South 44° 23' 12" East a distance of 203,91 feet; 4) South 29° 22' 24' East a /� V i� 15'R. 1� �B F L\!p \ y° p '\ S�o' 10' UTILIY AND/OR distance of 18.35 feet; 5) South 50° 08' 03" East a distance of 104.47 feet; 6) South 610 21' \2.�5. �L t,3 0.237 G� \ <' DRANA E EA EMENT 48" East a distance of 17.33 feet; 71 South 46' 18' 28" East a distance of 164. 6 feet; 8) thence along 05 Gi s. w 5Q' ; v tie AC. ,6 /sl v s., d S �% 60 6 tip' 3� [� \M.F.E, n SZ a curve to the right having a radius of 299.69 feet an are distance of 154.61 feet and a chord bearing and � oSv -.4 3M F.E // % I V• distance of South 310 17' 43" East a distance of 152.90 feet to a point on the South line of said / 5' UTILITY AND/OR 3y' 9� F 50 . 5y 0.263 / ND S Northeast 1/4 Southwest 1/4; thence North 870 43' 20" West along said South line of said Northeast �\ `� 2 S's q AC. \ N41409'30"E 3\31,'' 2 1/4 Southwest 1/4 a distance of 543.26 feet; thence North 87° 35' 29" West along said South line DRAINAGE EASEMENT & o' y \ 7 S%, 9 BUILDING SETBACK LINE G\'� \ CF GT \\�3y 5' UTILITY AND/OR \ �5? 45 SEII PAGIS �'' of said Northwest 1/4 Southwest 1/4 a distance of 331.81 feet to the POINT OF BEGINNING, 3 O\ . • DRAINAGE EASEMENT & \ `F \ containing 409,575 square feet or 9.403 acres, more or less. O g. l� ,. •� MONUMENT 5 O 'E / \ . 9 A BUILDING SETBACK LINE �/ w . , 32 9GN' \ S'F \ \ffw .0\0$1-0302 �� R, 0,361 A6°3y \{C;A' \ 2 1�\� \\ �1A�5 \ w\ AC. ;, p! ib 3y6°�1Tb OP \\\ o \\��2`s;' \ ` �p �,�t� o �3 5 9y Sy2 2 PNO(t>`y\,� ,Oz\\ \ \ \ �� Ci\\\ �i���9•°Oa' M.F.E. \ \ s, 394.00 w• w FLOOD WAY 10' BUILDING / Np L�3 1 •l © A� r \ 1 � \ y3 / 1 ro` �r\ � 10' UTILITY OACo \\ I\ FOUND 1/ SETBACK LINE 49 O P g2 III? I p= \ AND /OR \J-b REBAR \ \ 0.380 1a"0 / ,GN I p\ �F\Zwoea \\ DRAINAGE 133 5� . V\ \ w \ \ ss AC. 2, / a 6 II O I \L' �\ EASEMENT E 1 \ 3 p1 y rn cos \ p- / M.F.E. I \ '. � 1 0° o\ ply \\ S6I^5�,. 19GN 395.Oq \\ \o \ \ �0 p9 to, UTILITY\\. / 2 ti9 Ip \ \ \ 2 5A 02 4 3 DRDAINAIGE \ \ 2 I� 6 10' UTILITY AND/O Z 4 8 25'� I I IN \N 0.260 EASEMENT- \\ DRAINAGE EASEMENT 0.367 gi / I '1 0 \ AC. I \ BUILDING SETBACK LIN \ FOU 1/2" AC. c�05° / I I I�Z \ 50 W 31.67CH'I, �, REBAR i�s�% . m 2 \ N10°28 p1 50'�i1 '\ /� //�++ nn + \ FOUND 1/2"j, y \ % 1.1 \�0 1 3 o \ \ 9,403 Alm REBAR 1 S �\ �� S a `y /' E 5' UTILITY AN /OR \ �' ��/q \ 92y \ ®^`v •DRAINAGE EA EMENT & \ �. OPEN SPACE N V V I / 4 S W 1 / 4 / c�\0 l�rJ 53 jq� �^�' //� BUILDING SET ACK LINE \ \ \ \�11 . - , 4 6pbGZ \\\ \ 3t9 C w �i/ N30°g1'00"E 53.00•CH I M F E /l SET PAGIS \ 100 YEAR 6 SECTION 29 .w Q 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 saidn estate ' ccorda a with this plat. / I 4 �Cd Clt� Date of Execution Na a EV-Mark Development, LLC Ad ress P.O. Box 241850 Little Rock, Arkansas 72223 Source of Title: Instrument No. 2003-079190 CERTIFICATE OF SURVEYING ACCURACY 1, MICHAEL WATSON , 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 with. Date of Execution B. Michael atson Registered Professional Land Surveyor No. 957 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. Date 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 regulatio Date of Execution L.R. Plann' Commission CERTIFICATE OF RECORDING ' �T'hi"s' d•�o..cumg�ntt, qumber J00g0q 1)69 filed for record .neiy�9-,•��a1�B�.SpLI�, in Plat Book Page (Signed) LJK.\A 1.u�,Pn.4-lM, ",AR01 YN .STa r „- •roayosoa.cgfrsxaa byro Ci I fl c oOo 1 0 +, v 0.373 N6 • <, \� -'�"k I 397.00 / MONUMENT N a h VE1/4 SW1 4 •...�� J, AC. a4'��O Gam. �_ .. 4 4 1 / 2061-0303 \ 6' �`��S LQNt ) rrr 0.490 I / � 100 YEAR 2 OnuO 52R a^ w �° AC. I j FLOOD PLAIN ,SDE C T I O N 29 .�, FOUND 1/2" 0 NI S`aS 5?. ry rwo F I j�I .\ \ REBAR 14 \ \ CAD 20.. So- 46 oI c 45 \e?�'y, SW CORNER tS. 0.381 N. 0.403 I / / \ \ �'� �a ® V NWi/4 SW1/4 \�j \ AC. oI O AC. \'.� �� �/ \ \ ��j�� CURVEPROPERDATATY IN_E��- �♦ 1 •ABKANeA : ',' ' � 9 Pl�(tl� 'T - - SECTION 29 2'� �• I� • / v° \ `� DELT 29 3"33' 0" 86 10' BUILDING� I / 10' UTILITY AND/OR RA S 299.69' '�11 tiM �- S87°35'29"E 985.57' SETBACK LINE \ i rya \ ny ` _ x _ �_��: 118.00' DRAINAGE EASEMENT & \ A C 154.61' % t 8Y: 75.70.0 - .. .. _ _ T NGENT 79.07' o 187,7P• I BUILDING SETBACK LINE \ �'\ ♦� DATE: 1 LlrilG? 125.72' N87°5'36"W 305.72' • • ti i /y •• FOUND 1/2., 69.15' - - .. _ I. - 10.00' \' �ii=q�J •••.oi•` REBAR O P.O.B. �` N87'35'29"W 331.81' IFOUND 1/2" REBAR FOUND 1/2" REBAR 0.26' SOUTH OF LINE I FOUND 1/2" BENT BURN TREE SUBDIVISION SW CORNER N87.43'20"41/ r43.26` 50 25 0 50 100 0.99' NORTH OF LINE 4 3 �PIPE NE1/4 SWi/4 NORTH PLAT B-468 I WINDSOR COURT A 82 NFOUSES \ 15 SECTION 29 I2 1 Scale:l"=50' S:\2003PRO\303-126\FINAL PLAT JI LOT NO. ONE DSGN 1299@9 O F F2)@@U f 9W`T@ N ER[IFY $CALE SHEET 1 of 1 THE BAR IS ONE INCH ON FINAL PLAT OF PART OF THE PHASE I THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. MEHLBURGER DR SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, NW1/4 OF THE SW1/4 & PART OF THE NE1/4 OF THE SW1/4', FIRM D 1" HICKORY GROVE SUBDIVISION NO. CHK BMW IS THE PROPERTY OF THE MEHLBURGER FIRM ALL IN SECTION 29 T-2-N, R-13-W, Architect•-Engineore-eurvey°r" 1 10-14-04 REVISED FLOODWAY AND FLOODPLAIN BOUNDARYS & LOT CONFIGURATION SDN Bfl1W AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON > n �/ WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY ARKANSAS LITTLE ROCK A R K A N S A S DATE 103-126 za, South Izard o Little Rock, AR 72201 e 501/375-5331-12-04 APVD BMW N0. DATE REVISION BY APV SCALES ACCORDINGLY. ' r PROJ THE MEILBURGER FIRM NO 303-126