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HomeMy WebLinkAboutS-1313-N Map 1vi a zip I 1 � I 12! a 5 I o� LIj LU 2 Q5 77.1 '22" 28 30 _ 25 SS ° Q O 21 5LU 5 SO.28 2g gg1' 93/'" - S67°30'O6"E 207,p H,� 25 'L� 0.3 Y3« 10� O ' 8 33"Y2« .9°j G c1 80 F - N67°30'06"W 191.35'-COG 830� 7 q7( ho �� �dif, "A gal a � 51' a2"`N - - - - - _ q ` N64°38'16' N v Ng1° p 15' - - - 6DS 7 32 S6 8'47f op`4 w 141.00'CH® p•14'CN' 9 N73'0010"VW12S50'CN• N4�, r4.Rgq �r0=0p• Z ro 2A 083 tVS e 43• ^40'36� 9 A A2"W 22 Q p ` O w461 r S734p�W 2b d68� 4 211"W 194.10'CH. 81 rn°f s9.2 9' w 65 23 w N52°38'34"W Cy N63° Q C 38.48' CH. to V N10°21'39"WJ iv N jaPG( 29,94' CH. to N zS25059'48"W N m 2.69' CH, ,6 W N66.00'120W `" 121.59- w v �0 , OOSGP-(E WO LOGY- ,g M 9 . ,63+S j83 t',e F �3,� 72.95' 74.41'95, S75'36'00"E S64°45'45"E'OS6653 B •,8 �� S49•SS 4, , •c �0 `949.96 - S 14 O 4 a � 79 85.76 91.12 \ \ o I ,6 Np1,013 _ ��i a5•W N76'48'47"W N 83;32; 90.23' N58.52,0g« _ _ , \ y 59.89 PGS G 2 - - �' •40'12"W N7680 00 80.30' O6 O A 79.39• W N55« y 27 S� N82 O 3 S7'49• a U\ 0"W N82°13'18"W 8�8� g 8 2 8q'44 w N67 \ \ r O 23", S. -) O O 1 K 16 1S 7'Sg y?•W j N , N 16' 32"W 10 B 1� 17 14 1O 8'3q' NS . al\I PRO- fit-, I I� '' O� 15 c�81' 9051; 1� 19 18 13 14 �887 gpq ..,.. ry{/t N41f1 ' WCOOIANDS TRAI _ ac - 4 Af`pW 20 °• =N \ r ,*» , t 24, 06, -J 5"v1 81 12 •--- +s--------------- - -- - - - F - --' i 6 14 622 s64• b 6 12 2a 11 2 0' O _ 10 N; 60 30 0 \60 120 �p9 23 MOSSY C50ER7DRIVE _' A, -- ci PAGIS BOUNDARY COORDINATES CERTIT[CATE OF O1RiER j94, NORTHING );$$j1ySa NO. NORTHING JIyG We, the undersigned, owners of the real estate shown �r .,, and described herein, do hereby certify that we have i - 1 145275.99 1188486.46 38 146826.51 1 85703.57 laid off, platted and subdivided, and do hereby lay off, �..,.., / r 2 145323.26 1188418.47 39 146825.61 1185703.57 �i plat and subdivide said real estate m accordance with O VICINITY MAP 3 145401.77 1186266.43 40 145667.92 1185798.7 this plat. �/0 4 145434.21 1186181.28 41 145564A0 1185887.63 y 5 145434.21 1186181.28 42 145684.10 1185887.63 6 145459.39 1186099.30 43 145663.43 1185988.67 Data of Execution Name c// > 7 146476 34 1186017.33 44 145673 89 1186081.34 /- / j e,Q,„ 3 // O � 7/n 3i/L//G'1 a 4A MD 8 145492.66 1185939,15 45 145684.28 1186170,74 Address /�..✓" "`"'�� / KJ 7 N AL R � 9 145610.91 1185861.26 46 145692.54 1186253,07 10 1455 PROPERTY DESCRIPTION 32.7 1185 696..3 48 145669..91 11863556 2.Source of Title: /1 145521.35 118578012 47 1456880 11863.64 6✓I 12 145528.93 1185605.85 49 145638.19 1186463.85 Instrument No. /f, �1 `f Part of the West 1 /2 of the Southeast 1 /4 and part of the East 1 /2 of the Southwest 1/4 of Section 8, 1-1-N, R-13-W, Pulaski County, 13 145516.10 1185482.16 50 145738.01 1186520.95 PLANS APPRt3 0- j 14 145572.87 1185456.75 51 145724.81 1186543.16 " Arkansas, more particularly described as follows: 15 145641.93 1185427.04 52 145626.95 1186482.76 N „- P y 16 145701.37 1185419.72 53 145584.12 1186544.08 CER1MCATE OF FERAL APPROVAL 17 145770.07 1185439.11 54 145528.42 1186610.26 , EAJEME1JT r.(' ; L' BEGINNING at the Northeast corner of Lot 12, Block 6, of the Corrected Final Plat of Woodlands Edge Addition (Plat I1-642); 16 146835.16 1185292.90 55 145470.08 1186678.79 Pursuant to the tittle Rock Subdivision Rules and 1 thence along the Northeasterly line of said Corrected Final Plat of Woodlands Edge Addition (Plat H-642) the following nineteen (19) 19 145882.19 1185180.E 56 145363.7 1186739.25 Regulations, and a8 of the conditions of approval having U2' O EA;iEMENT EOUIRED 20 145882.19 1185180.84 57 145363.72 1186788.94 been completed, this document is hereby accepted. a m bearings and distances: 1) North 55°57'49" West 84.44 feet; 2) North 58°52'09" West 79.39 feet; 3) North 65°27'52" West 90.23 feet; 21 145975.02 1185215.18 58 145300.22 1186833.43 This certificate is hereby executed under the authority O T GATE 4) North 69°08'43" West 91.12 feet; .5) North 72°55'39" West 85.76 feet; 6) North 79°39'40" West 83.32 feet; 7) North 76°48'47" 22 23 146012146016..38 1185091.34 24 1185001.25 69 60 145285.32 1186842145148.20 1186897.0 .2E of said rules and regulations. 151,31' 6D 8y West 80.30 feet; 8) North 76°48'45" West 80.00 feet; 9) North 82°40' 12' West 81.80 feet; 10) North 829 3'18" West 84.56 feet; 1 1) 24 146086.36 1184820.26 61 144997.75 1186913.32 1p7,g0'E SO6°05•49"E CD South 87°33'32" West 90.57 feet; 12) South 84°04'35" West 124.36 feet; 13) North 24006'49" West 62.20 feet; 14 26 146120North 23'16'20" 25 1460 0.5 1184915.00 62 63 1448514476343,67 7 11861186:9900 9,31 / .72 1184849.32 Date of Execution LR. Planning West 75.18 feet; I5) North 07°Ol'34" West 59.84 feet; 16) North I5°45'46"lust 71.38 feet; 17) North 66°00' 12" West 160.05 feet; 27 146091.64 1184946.5E 64 144716.55 1186795.94 Commission S21a54'S5 S0,9.146. 09� 46• rs• 28 146079.82 1184998.71 65 144668.38 1186765,42 18) along a curve to the left having a radius of 325.00 feet, an arc length of 2.69 feet and a chord bearing and distance of South 29 146060.49 1186022.13 66 144707.44 1186711.92 O U9 CV m 25°59'48" West 2.69 feet feet; 19) North 66°00' 12" West 121.59 feet; thence North 20°24'30" East 99.05 feet to a point on the 30 146057.85 1185093.02 67 144754.07 1186653.07 CERTMCATE OF SURVEYRJG ACCURACY / O 11 5 b6"� ,1 93A3"� proposed Southerly right-of-way line of Woodlands Trail; thence aloe said proposed right-of-way line on a curve to the left having a 31 145937.73 1185328.3 68 144865,7 11867001E l Gregor T. Sullivan hereby certify that 5.p0 S 0 0 90.28' O g p P g y g 32 145937.73 1185328.38 89 144885.77 11E8728.19 3 N radius of 252.50 feet, an arc distance of 130.96 feet and a chord bearing and distance of North 73°00' 10" West 129.50 feet; thence 33 145884.88 1185415,60 70 144975.52 1186741.69 this plat correctly represents a boundary survey mode Q �J s3 305°53'37"E- 34 145869.93 1185457.69 71 145076.69 1186716.29 or verified rr me, all monuments required actually axial Q� continuing along said proposed right -of -Way line North 87°51'42" West 90.15 feet; thence continuing along said proposed right -of- 35 145866.66 1185466.46 72 145119.32 1186686.23 and are correctly shown Hereon and that all surveying r0 •3 • - - - - way line on a curve to the right having a radius of 297.50 feet, an are distance of 197.71 feet and a chord bearing • and distance of North 36 145869.14 1185615.67 73 146188.43 1186616.92 requirements of the little Rock Subdivision Rules and (� OG O ,g253� T _ -7.-� - - 133.50' - b 37 145845.43 1185621.72 74 145234,46 1186562.87 Regulations have been complied with. Q' �� Z• p,3 tL 68°49'21" West 194.10 feet; thence North 40'12'59" East 45.00 feet to a point on the proposed Northerly right-of-way line of A _ W © p 01 O / N06°38'31"W 133.50' �2]"�3 O7" Woodlands Trail; thence along said proposed right-of-way line the following thirteen (13) bearings and distances: I) on a curve to the U / / 0 e U left having a radius of 252.50 feet, an are distance of 77.30 feet and a chord bearing and distance of South 58'33' 12" East 77.00 feet; CENTERLINE CURVE DATA Date of Execution Gregory T. Sullivan {ri �!G ' �/ / �/ / - (O ti Registered Professional 2) on a curve to the left having a radius of 25.00 feet, an arc distance of 36.67 feet and a chord bearing and distance of North DELTA RADIUS ARC TANGENT Land Surveyor ^0 � ti .y ~ / �� --/ � � 133.50, p 70039'23" East 33.47 feet; 3) South 77'13'22" East 53.45 feet; 4) on a curve to the left having a radius of 25.00 feet, an arc distance of ED 22.39'28• 215.00' 108.75' 55.10' No. 109E O �y9 / ° 32.63 fee[ and a chord bear and distance of South 50'28' 13" East 30.36 feet; 5) South 87°51'42" East 70.93 feet; 6) on a curve to 1i1 54'13'38 476.00' 449.58' 198.37' Arkansas / g ® 23'15'19" 964.00' 391.27' 198.3T e ' the right having a radius of 297.50 feet, an are distance of 211.43 feet and a chord bearing and distance of South 67°30'06" East I31 65'05'44' 225.00' 255.63' 143.61' A N ® / �' �•A 207.01 feet; 7) South 47008'30" East 60.14 feet; 8) on a curve to the left having a radius of 252.50 feel, an at distance of 102.71 feet ®10 ao'o3 275.00 5tzo' 2ss7 CERfIFLowdeWATZ OF ENGINEERING ACCURACY / and a chord bearing and distance of South 58°47'42" East 102.00 feet; 9) South 70°26'54' East 44.67 feet; 10) on acurve to the right ® 23.18'21 275.00' 111.86' 56.71 I, was Lowder hereby certify that this / / / 2°�3/ / / -�+�NOry •004 U ?�0' m 40'43'11" 275.00' t85.44' 102.05' plat correctly represents a plan made by me, and that O 90�00'� *3,-�3�/ ��f.J a3/ ON• 104 �1"W o �•S8• S F having a radius of 297.50 feet, an are distance of 9.3E feet and a chord bearing and distance of South 69°32'49" East 9.3E feet; 11) on ® 36'04'11 275.00' 182.76' 94.90' the engineering requirements of the Little Rock Subdivision h •aJy 5 20 / 2?6/ @ N14°05 a curve to the left having a radius of 60.00 feet, an are distance o1' 50.77 feet and a chord bearing and distance of South 87°06'42" East ® 40'43'4 275.00' 182.76' 102.05' Rules and Regulations have bean complied with. �bOj �/ / 33 j / 'IN a� nmll?e Q W O 49.27 feet; 12) on a curve to the right having a radius of 85.00 feet, an are distance of 117.89 'feet and a chord bearing and distance of ® 38'04'd0' 27b.00' 182.78' 84.90' , Rz b South 77°23'49" East 108.67 feet; 13) on a curve to the left having a radius of 60.00 feet, an arc distance of 61.39 feet and a chord Date of Execution Wes Lowder / / / Ng3j / / ^ 5 1121r� m sell �0 « ~ `Lb :� Registered Professional / / / / Qj psi 3 .� ' S� W 'r06 0 PROPERTYLINE CURVE DATA + bearing and distance of South 66°58'29" East 58.75 feet to a point on the Northerly right -of --way line of Woodsgato Drive; thence Engineer No. 4943 e9 �� / / / / y6 �Q m + 'b along said right-of-way line North 83042'50" East 27.95 feet; thence South 06°17' 10" East 160.00 feet to the Northwest corner of Lot DELTA RADIUS ARC TANGENT Arkansas h �hy0 /L / / 90b 21, Block 4, of [he Corrected Final Plat of Woodlands Edge Addition Plat G-996 ;thence elan the Westerly line of said Corrected C IY m �h g ( ) g Y Q 00'26'25" 325.00' 2.69' 1.34' CSRTRICIRS OF RBCORDING 5°9 / / �/ / '� �Ae 10 ��1P Final Plat of Woodlands Edge Addition (Plat G-996) the following eleven (I 1) bearings and distances: I) North 88°56'05" East 7Z67 Q 29.43'04' 252.50- 130.96- 66.99' / feet; 2 South 87°32'21" East 88.97 feet; 3 South 89°3T13" East 101.04 feet; 4) North 83°33'42" East 93.2E feet; 5) North 83°21'53" This document, number filed for record / V. rh ,�",�« 06 + N 1� 38.04'41' 297.50' 197.71' 102.66' 20 in Plat Book Page / / k 4bt O 1y. 90 East 90.00 feet; 6) North 84°16' 17" East 82.75 feet; 7) South 86°28'20" East 72.95 feet; 8) South 75°36'00" East 72.95 feet; 9) South Al / hb \ . 64°45'45' East 74.41 feet; 10) North 29046'25" East 115.00 feet; 1 1) on a curve to the right having a radius of 775.0.0 feet, an are Q4 17 32.23 252.60' 77.30' 3E.95' �1,- ,0 / distance of 25.83 feet and a chord bearing and distance of South 59°16' 17" East 25.83 feet to the Northeast corner of Lot 12, Block 4, i 84•02.27• 25.00' 36,67' 22.53' (Signed) O �y Woodlands Edge Addition (Plat G-678); thence along the Westerly line of said Woodlands Edge Addition (Plat G-996) the following © 74'48'58• 25.00' 32.63' 19,11' eight (8) bearings and distances: 1) South 31°41'01" West 115.00 feel; 2) South 55°04'04" East 74.80 leet; 3) South 49°55'08" Fast 12?ao a3'n 297.50' 211.43' 110.40 Clerk 5 / /�\ �'L O O m 86.49 feet: 4) South 49°35' 14" East 90.00 feet; 5) South 48°59'55" East 80.12 feet; 6) South 42°43'53" East 73.23 feet; 7) South 1 23*18.24" 252.60' 102.71' 52.08- 6 •ham' ^ ~ 35°00'46" East 77.54 feet; 8) South 30°09'43" East 17.23 feet to the Northwest corner of Lot 6, Block 4, Woodlands Edge Addition Qg 01'48'08' 297.50- 9.36' 4.68' h / 00 , P �6y'''y �611� I���I \tt011 a n7/7j7j (Plat G-468); thence along the boundary line of said Woodlands Edge Addition (Plat G-468) the following sixteen (16) bearings and 10 48.29'06• 60.00' 50.77' 27.02' NOTES: ti0/ y>� v / 66� ��+4 S1 A T E OF�r `��� �VZ......��'O," distances: l) South 21°54'55" East 147.80 feet; 2) South 06005'49" East 151,31 feet; 3) South 09 09'57" West 146.15 feet; 4) South 11 79'28'04' 86.00' 117.89' 70.85' 1 FOUND 1/8" REBAR AT ALL LOT O� 4QP.3�6/ Q i�1' ARKAI A8 : �` �,• ''" 05°53'37" East 90.28 feet; 5) South 65°29'41" West 113.60 feet; 6) South 32°21'28" West 57.02 feet; 7) North 53°52'01" West 66.24 CORNERS UNLESS OTHERWISE NOTED. �f 12 58'37'23• 60.00' 61.39' 33.69' STATE OF •, feet 8) North 51 °36'30" West 75.08 feet; 9) North 38°20' 12' East 76.72 feet; 10) North 28°07'05" Fast 58.41 feet; 1 1) North 2 ALL DISTANCES ALONG CURVES °h�Q� LO/ +� O �~ * * •% ASKAN3A3 _ 13 01'54'36• 775.00' 25.83' 12.92' ARE CHORD DISTANCES. O 2 0,0 '" , �' NO. 109E • �' 07°00'45" East 110.58 feet; 12) North 14°05'37" West 104.31 feet; 13) North 35°1 1'21" West 52.1E feet; 14) North 45°04'58" West // vP/ y1 pb. REGISTERED a : C : t O 3 TRACTS F-1, G-2 AND U ARE Q . ;; PROFESSIONAL 4k - O:U z•' I 97.88 feet; 15) North 54°17'49" West 78.87 feet; 16) North 57°59' 12" West 78.34 feet to the POINT OF BEGINNNG, containing PROTECED GREENBELT AREAS. OO �yh �b ' ENOGI/NnE*/ER - rj ' EtGNeTvas S4: , 1 1.756 acres, more or less. 4 NO PORTION OF THE PROPERTY / `\J SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED�rrO l:;Y T.• SGj `� BY THE FLOOD INSURANCE RATE MAP, +� s L / 1 PAEL BYN NTHE FEDERAL 050101 0081 , PU MANAGEMENT / 00. N ti2 ~~rrr '7'77-1I' L'l� 1v�,` 6G 3D D 60 12G AGENCY DATED OCTOBER 19, 2001 / y'L 41. 7j1r1n111t11 S:\2003pro\203-168\TRAIL FINAL PLAT\SURVEY-TRAIL-FINALPLAT.dwg ® THE DSGN GdL N��LS OIL DOGMG`�7C[�4� VERUFT OCALE SHEET 1 OF 1 BAR IS ONE INCH ON PART OF THE WEST 1/2 OF THE SOUTHEAST 1/4 FINAL PLAT OF TRACT F-1, TRACT G-2, ® MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. AND PART OF THE EAST 1 / 2 OF THE SOUTHWEST 1 / 4 TRACT U AND DEDICATION OF PORTIONS ENO. SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, FIRM, PLLC IS THE PROPERTY OF THE MEHLBURGER FIRM o ®1 • OF SECTION 8, T-1-N, R-13-W OF WOODLANDS TRAIL, W O O D S G A T E DATE 02/ 14/06 CHK TPT AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST LITTLE ROCK, PULASKI COUNTY, ARKANSAS DRIVE AND MOSSY CREEK DRIVE PROJ 203-168 201 South Izard a Little Rock, AR 72201 ❑ 501/375-5331 APVD GTS NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. 0 NO. A3 9326AL•rc 46'CH. N70°26'54"W ® 9°A2 36'46"W 44.67- 51,12'CH. 59°46'S4"W r° Na i N8'S 33 4.00' Z, N65°06'54" 1.97 �Na+ 5g°56,CO. p2 10,.013.E PGj F.1 \ N6 '33'46"W\ p, a ag. o S8g•3 SR 1 19.58' CH. 34.39, '16" / N38°50'30"L47 6 \ 2 NO3° �6 t;N• S8g 322,"E _ 34.39' 62.89' \u O _ N72029'48"W 397.66'CH. _ N66.00'12'W 94\S -- _ 160.05' ,1 p6"i 2 \ \ �\ /V N88 .56 605"� ,5"W g1' - - - - -_--N72°29'48_W 388.59'CH.® _ - - - - N6p°5 35 N .A5' _'34.,W 62° ,�, ON' �& - t 2'08,. �\\ N72°29'48"W 379.52'CH. - - �y.�� WCCD�ANDS T A1L05'16, �l 2 ,5 8 24 N,50 257.37 �7W '-_- - - - 8 7,.3 °,25p� ` �\ N5r°34 3q ����,��✓ -'1484 ONS TRAi 45 I ' ' �-! - - - - - - - - - ��PGS G'2 __2_5_6' +/W QI •W N5595' ON �2•r0 C WOCO 25/ •3g'40"W N72955'39"W N69.08'43'W N65 27'52"W m/ j 3