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HomeMy WebLinkAboutS-1293 Map 4PAGIS MONUMENT 02011-0234 P. OF SE CORNER, NW 1/4, NW 1/4 0 .8. ECTION 24, T-1-N, R-12-W 1236921..38 EDGE STREET 0 SET - ---�'- E DLE. ; 1 P r S01'39 1$ W N$7 rt _ P.O.& OF 1D.t9' 10 0 ICATION s a ' TO 3001 T PLUS IN CONC. A 2002 PTO 3012 N 135352, E 1236933 4220 35 DEDICATION E 123690 LOT #1 (PTO 3000 f0' UTILITY EASEMENT 54901`_78'w 1 -- j 10.19' 253,FW_ - 6.94'44'00 50.1 TO 3011 ('L 38'47'E - _ _ III Unun EASEMENT o R-20.00 /W b*85'42'12*-32Os7O - - - - - - = 6 O Ton=21.72 PTO y* p10ppa, R=20,00 N n V) +r z 0 p o L=JJ,07 " a7 Ton=18.55 W: w M, to &.4'16 34 W u rn L=29.92 a I O m / R-1819.16 �- I 1. Q a z 4N Ton=67.91 �p=a'28'35"M �� o �ymvn Z L=135.76 a w1 71I �?'^R=1869.16v> a r n Y I 6"812s'3a' -�- in "3 Ton -73.05 1 z s cc ¢ o o e.5z3°41" Rm2o.ao ; of Cc L-146.03 (7 m a: I R-967,96 Tonm17.23 a iV ,-,.°t W __ Tonm46.60 Lm28A '` •'� N1� L1�,y�� � L -- z NOtY9'09'E w Lm91.14 +' S4E> 4 N N1!" g.* ig 10' UTII EASEMENT SOYW 8*W 7 • 'g1TE,91.10�35� o i 1 F- 33$-99'_�%+h=7-��_,I' �•+��y J ' j\p40' �NNPGE EASEMENS7� N , " 6.92'17'13" / G.gAh' 2'03' W \� R=47.5052" n = 9 1 C ^ t4.2'39 46 nn a90.s6 �/ / -'8" s Y Tonm50.54 t / -'^•�.�. NGOVW00`E 71.08' i=, Ra1279.06 L-77.31 p'a/ Y,(yF+o-9222'0974.16' S •?\�. Lm77.55 tn.•i 2 .� poi' -fig 1� N .� I b r J �eT. e y p 3KF"- '� N50'21'07"E _ U ,$ TMa29.73 W pp�. ,y'1 A.1 G+94Y 7'4Y ���\ �,y ^.p 4. Z U 4 > �" �I \ y g,\O R=22.Q0 UT 4F20.00 t5 G 3 W U �• L=59.44 S `+/ W a/y Rm26.00 Ton 27.44 o�VP1 c• 3 a 1 ' UDL Ton-27.f0 2 j W DO ' V ?y Ton-31.82 Ton-24.13 i- 2 r PTO�3010 4087'46'24" Pin m L-41.92 Lm41.92 +� T•„_, LL 2 `� LL o L-42.50 L-35.15 °i -^ Q" 0-98'34'O5`R-21.50 6=89V4'19` 6.86'17'07" ,c "1 o Sew; UU �" 2NNWt Lu v gi iv ^ i. o S6. I¢ F g Z N , " �i ro M 0'* R-20.00 Tonm20.68 yr -'Ly R=25.50 R-25.50 a m r11 rn / 6=360WOO" V �241 26 s' : o o ngTon-23.za L-s2.aa ron=zs.o9 Ton-z3.90 .5 z4 : d4 I- • o Y R-56.50 R`-I.'I 08 "r O a. ,o L-34.41 546'06'48"E L=39.64 L-38.40 > �g,! FI4 Ton-o.00 N Ton=31.21 m R iv n o as 16'S3 w ' NoaT1a'1z'w 0' W L-355.00 Ic L-62.41 i s u o 0 10' S02'13'36 E 7i.52' N / xa6 os'D4` ! 1 a: II a. , 19.3Y 48.49' a W dj Q o-28aro7'o/" 50' SOY $ n $ SERVICE EASEMENT $ABBS CIRCLE R=47.50 R-784*0 Ton-ba.a0 N _ N04TT4'12'w L=71.41 �S /Ton-61.20 PT PTO N00'00'17'E 1� m~ q z N � L-se9.26 6-413'42" u1 a 3+ Na8I � Ow /a '1N �E�E R=t329.08 to - � 8433z7 C> XIS01" a' �w FPS nn ion=52.93 n n F lk 20'� R=t279.08 w � 1 t7 a c SERVICE I' L=105.81 j roily w i 29529 Ton-35.92 w o I �s Z+ F H L=71.$1 Fn O� PG' r Ws Z U p N �/ A =uaD M 'W �N b*94.1VW Q in W 2Jn a / /=4 Nw.a„ ,* I`�N H R=20.00 ��� V ^ Y h , I jjyTP on=21.52 f0� c =E E 123660d w F o M Z� -}- ^�' t.64'21'06" 111f`o n L=32.8$ _ _ _s3_ - J s.s7' _ 1oc.50' _ I•- U 1L1 h �% '� I �' R=20.00 -' "'12'52"E 110.59' 10• U17LITY EASEMENT y a of l I► Ton. ?M O 7 N00'25'12"W 150.20' '29"E L=22.as J '� 'FIP NOO'S3' 3"W 138.75 PTOIP, PFIP$ �'4 ,�.� 00 O z 1317 01'% PTO 3014 35' DEDICATION 500.94' 10' UTII EASEMENT a80.6a - I I P.O.B. OF LOT #2 I'I 10' U71UTY EASEMENT -� S0236'39 W --- 31/.74' 21WIO'w 24* aa6W ion s 7a2� ?so2ros'o4'w 1 L-57.392 /gym' 88.30' b f a963$•�• 65�Ys96"69Y3'24' II R-21.50 Q-67'05'26' ? R-25.50 I I N Ton-24.27 R=25.50 ^ v Tort�17.60 L-36.37 Tan-16_91 L-30.61 EASEMENT R-21.50 Ton-4.36 Ton-19.05 L-8.60 L=31.18 __4446• I^/ / O� (�_ ' PTO{' `14(�"I� PTO zo17 04. 7 ^ PT/ 404 "\ Ci /= / �N 135394.9308 > ' FIP E 1236537.4114 Zp M Y / NS PTO 2004 3 r7i I'- o yR(1) w Z. '^I �N � S'1 F' Z cc LLI o CII Z =o 0 uj 0 / / Z J AT' w m nit O Q O z Y / L'iiR o N25 3 V Ic V � 0 y, ^m' �W��� (5LLms� FI rjC►` 0 PTO 2003 u') Z PAGIS MONUMENT /201t-0233 N 13 745.2b E 1236395.04 ELEV. 32&11 OVERALL LEGAL DESCRIPTION; PART OF THE NW At, NW Y4, AND THE $W Y4, NW 1i, SECTION 24. T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM PARK ROAD, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SE CORNER OF THE NW Ya, NW Y, SECTION 24, T-1-N, R-12-W; THENCE SOt'52'IB"W 1317.00' TO A POINT; THENCE N88'04'04"W 1066.40' TO A POINT; THENCE N55'16'30"E 339.69' TO A POINT; THENCE N51'40'25"E 200.18' TO A POINT; THENCE N41'18'10"E 100.62' TO A POINT; THENCE N29'33'21"E 253.62' TO A POINT; THENCE N29'15'03"E 89.SV TO A POINT; THENCE N26'24'S1"E 96.50' TO A POINT; THENCE NI$'10'38"E 127.48' TO A POINT: THENCE NON45'29"E 104,87' TO A POINT; THENCE N00'25'12"W 150.20' TO A POINT, THENCE N00'53'03"W 138.75' TO A POINT; THENCE N23'40'49"W 145.76' TO A POINT; THENCE 141518'42"W 298,00' TO A POINT, THENCE S77'2V42"E 53150' TO A POINT; THENCE SO1'39'18"W 298.00' TO A POINT; THENCE S87'54'51"E 25.00' TO THE POINT OF BEGINNING. CONTAINING 19.191 ACRES MORE OR LESS. OVERALL LEGAL DESCRIPTION FOR A TRACT WHICH INCLUDES LOT 1 & LOT 2 PART OF THE NW & NW A, AND THE SW Y4, NW Y4, SECTION 24, T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM PARK ROAD, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SE CORNER OF THE NW A. NW A, SECTION 24, T-1-N, R-12-W; THENCE SOI-52'18"W 815.00' TO A POINT; THENCE N89'47'39"W 537.32' TO A POINT; THENCE N29'33'21"E 168' TO A POINT; THENCE N29'15'03"E $9.59' TO A POINT, THENCE N26'24'51"E 96.50' TO A POINT; THENCE NIS-10.38"E 127.48' TO A POINT; THENCE NO3'45'290E 104.87' TO A POINT; THENCE NOO'25'12"W 150.20' TO A POINT; THENCE NOO'53'03"W 138.75' TO A POINT; THENCE N23'4O'49"W 145.76' TO A POINT; THENCE N25'18'42"W 295,00' TO A POINT, THENCE $77'2V42"E 533.50' TO A POINT; THENCE S01'39'18"W 298.00' TO A POINT; THENCE S87'54'51 "E 25.00' TO THE POINT OF BEGINNING. CONTAINING 10.574 ACRES MORE OR LESS. \P\991)W7\PLAT\1`1NAL T 1 LEGAL DESCRLPTI PART OF THE NW Y4, NW Y., AND THE Sw Ya, Nw Ya, SECTION 24, T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM( PARK ROAD, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SE CORNER OF THE NW 9. NW X, SECTION 24, T-1-N, R-12-W, THENCE N87-54-51"W 25.00' TO A POINT, THENCE NOt'39'18"E 298.00' TO A POINT; THENCE N77'20'42"W 10.19' TO THE POINT OF BEGINNING; THENCE SOV3W18"W 262.08' TO THE P.C. OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF S49'01'18"W 29.43', THENCE ALONG SAID CURVE 33.07' TO THE P.T., ALSO BEING THE P.0 OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF N81'28'25"W 135.73. THENCE ALONG SAID CURVE 135.76' TO THE P,T., ALSO BEING THE P.0 OF A CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF N82'07'30"W 62.41', THENCE ALONG SAID CURVE 62.41' TO THE P.T., ALSO BEING THE P.0 OF A CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF N85*45'04"W 105.79', THENCE ALONG SAID CURVE 105.81' TO THE P,T„ ALSO BEING THE P.0 OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF N55'51'22"W 21.30', THENCE ALONG SAID CURVE 22.46' TO THE P.T, OF SAID CURVE; THENCE N23'40'49"W 85.23' TO A POINT; THENCE N 25'18'42"W 298.00' TO A POINT; THENCE S77'20'42"E 523.31' TO THE POINT OF BEGINNING. CONTAINING 2.948 ACRES MORE OR LESS. T 2 LEGAL DESCRIPTION: PART OF THE NW Y., NW Y4. AND THE SW Ya, NW X SECTION 24. T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM PARK ROAD, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SE CORNER OF THE NW %. NW J SECTION 24, T-1-N, R-12-W; THENCE $01'52'18'W 815,00' TO A POINT; THENCE N89'47'39"W„iITQ„jJ}E POINT OF BEGINNING; THENCE 118947 39" 10 A POINT; THENCE N29'33 2t E 168.00' TO A POINT; THENCE N29'15'03'E 89.59' TO A POINT; THENCE N26'24'51"E 96.50' TO A POINT; THENCE N18'10'38"E 127.48' TO A POINT, THENCE NO3'45'29"£ 104.$7' TO A POINT; THENCE NOO'25'12"W 150.20' TO A POINT; THENCE NOO'53'03"W 110.59' TO R T THE RIGHT HAVING A H 1 THE P OF A CURVE O E GH G CHORD BEARING AND E .0 DISTANCE OF N46'12'520E 29.30'. THENCE ALONG SAID CURVE 32.88' TO THE P,T., ALSO BEING THE P.0 OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF S85'04'43"E 71.80. THENCE ALONG SAID CURVE 71.81' TO THE P.T., ALSO BEING THE P.0 OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF $82'08'20"E 59.44', THENCE ALONG SAID CURVE 59.44' TO THE P.T„ ALSO BEING THE P.0 OF A CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF S81'35'36"E 145.99'. THENCE ALONG SAID CURVE 146.03' TO THE P.T., ALSO BEING THE FIX OF A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF $40'58'47"E 27.20', THENCE ALONG SAID CURVE 29.92' TO THE P.T. OF SAID CURVE; THENCE SO1'52'18"W 763.58' TO THE POINT OF SEGINNING. CONTAINING 6.520 ACRES MORE OR LESS. GRAPHIC SCALE 30 60 120 240 ( IN FEET ) I inch = 60 It. a 0 o� TRACT A Nle,t , T 74 83a FIP _\\ PTO 379\ PART OF THE SW 9, NW Y4, SECTION 24, T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM PARK ROAD, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SE CORNER OF THE NW A, NW k, SECTION 24. T-1-N, R-12-W. THENCE SOI'52'18"W 1317.00' TO A POINT; THENCE N88'04'04"W 35.00' TO THE POINT OF BEGINNING; THENCE N88'04'04"W 1031,40' TO A POINT; THENCE N55'16'30"E 339.69' TO A POINT; THENCE N51'40'25*E 200,18' TO A POINT; THENCE N41'18'IWE 100,62' TO A POINT; THENCE N29'33'21"E 85.62' TO A POINT; THENCE S89'47'391 502.31' TO A POINT; THENCE SOt'52'18"W 500.94' TO THE POINT OF BEGINNING. CONTAINING 8,214 ACRES MORE OR LESS. IV URUTY EASEMENT 407.87 - -_ yAd d-90100100' TW- 5. So �rn L=40.0.r/ 4o.o6 '"I! OSOt 96 SDS/'E. ?3o f fIP •^ l\ \ PTO (PROJECT LOCATION I CORD BEARING AND DISTANCE R-67.53$1" 198'1 R-67.50 IL ag.5Ton-420.82n=553Lm233.53309.78 lyl _ , ��IoI� G� P►. .�� \ I I• $2 I (� I(I 2015 \ \ III was. III STATE PLANE COORDINATES \ N? 7 POINT NORTHING EASTING DESCRIPTION 93`7?7 \ 1 135260.7000 1239431.8800 PAGIS MON.2011.AZ1 2 135545.2100 1238355.8600 PAGIS MON.2011 Sip ��gg 367 134774.5690 1236498.0060 FNDPNT 379 134860.9910 1236540.9330 FNDPNT 404 134982.1050 1236580.7000 FNDPNT �fI 513 135086.7540 1236587.5740 FNDPNT 591 135236.9480 1236586.4730 FNDPNT 0 1725 135661.6800 1236918.9220 FNDPNT d 1768 134276.0573 1236105.6738 FNDPNT "1 1771 134400.1978 1236262.7140 FNDPNT Z 1776 134475.7847 1236329.1253 FNDPNT 2002 135363.8090 1236910.3150 FNDPNT 2003 135778.5600 1236398.3830 FNDPNT 2004 135509.1690 1236525.7900 FNDPNT 2012 135362.8990 1236935.2980 FNDPNT 2013 134046.6030 1236892.2810 FNDPNT 2014 134082.5580 1235826.4870 FNDPNT 2015 134696.4020 1236454.2290 FNDPNT 2017 135375.6810 1236584.3320 FNDPNT 3000 135663.9118 1236908.9823 SETPNT 3001 135401.9435 1236901AI27 SETPNT 3002 135382.6454 1236879.1957 SETPNT 3003 135402.7698 1236744.9640 SETPNT 3004 135411.3203 1236683.1460 SETPNT 3005 135419.1579 1236577.6509 SETPNT 3006 135431.1135 1236560.0217 SETPNT 3007 135347.5293 1236584.7665 SETPNT 3008 135367.8045 1236605.9198 SETPNT 3009 135361.6446 1236677.4601 SETPNT 3010 135353.5150 1236736.3406 SETPNT 3011 135332.1712 1236880.7637 SETPNT 3012 135311.6338 1236898.6040 SETPNT CERITIFICATE OF OWNER 3013 134548.3339 1236908.6777 SETPNT ME, THE uMDERSOMEO. OWNERS OF THE REAL I 3014 134548.4596 1236873.6632 SETPNT AND uscROD NUIN, 00 MEREBY CERTIFY n 3015 134550.2631 1236371.3592 SETPNT talD oK' x'� AND D' Am Da K 3016 134047.7462 1236857.2997 SETPNT MI"S Aeo PL T.1lulllNl,oE sAn REAL ESTATE w AC( S SIGl.0 DATE E>IECUTION NAME: urn ADDRESS: VIM A SOURCE OF TITLE: 01 N0. M-064312 48s„L,,,1O0 SOURCE OF TITLE: D.R. WSL NO, 2000DOSOIS SURVEYOR'S NOTES 1. DISTANCES A NM IN FEET AN INCH AN DECIMAL 0 S CES RE SHO EE 0 ES 0 OEC AL PORTIONS THEREOF. 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION. 3. THIS PROPERTY IS ZONED PRO - PLANNED RESIDENTIAL DISTRICT. 4. FOR SET -BACKS AND OTHER DETAILS OF THE DEVELOPMENT PLAN NOT SHOWN - SEE THE APPROVED SITEPLAN. 5' IN ACCORDANCE WITH FIRM RATE MAP 050181-00136 (REV 11/3/93) THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD ZONE. 6. ERROR OF CLOSURE 0•01005628 L%1' I31a 1 ZA STALE OF ••' AATAASAS Aa rs LM1 R DATE I BY S TO 1/1000th, DESCRIPTION N91A01jW LAY 0", X NTH AR CERTIFICATE OF RECORDING THIS T, rT�Dva O�*� 0+FREO FOR W 40 t M T RECORD 9 PLA 80ac P ACE CAROLYN STALER rr'',,,,,''''it Coun Clerk corder dei» (NAME) CLE C!}py}S E�R�T�F�IIC��A OF ENGINEERING ACCURACY Ly�HEREBY CERTKY THAT iZ PLAT CORRECTLY IS A PLAT MADE -BY ME, )ESIGNED BY: )RAWN BY: JHM CHECKED BY: DRV APPROVED BY: DRV PRELIMINARY: El FINAL: ❑ FOR CONSTRUCTION: AS BUILT: �TO 1776 1 >tj � Gd�ss• LEGEND 0lP FOUND IRON PIN FOUND MONUMENT SIP SET IRON PIN SET MONUMENT +�I SE CORNER, SW 1/4, NW 1 /4 ECTION 24, T-1-N, R-12-W FlP 1.' f E 1236900 JJJPTA 2013 1 �7' PTO 1771 I tro 0 O OD a0 0 ?O \ I Z 0 Q M z ` PTO 1768 I FIP I I I ti 1-bF \ I PTO 3016 P.O.B. OF TRACT A E 1236600 E 1236,300 E 1236000 CERTIFICAT SURVEYING ACCURACY 1, QA'`NEREBY CERITI THAT 1 AS PLAT CORMCTLY IS A BOUNDARY SURVEY MADE OR VERIFKD BY ME, ALL M01RR1ENTS REOURIED \ ACTUALLY EXIST AND ARE CORRECTLY SHOW HEREON AND THAT ALL SURVEYNO REaI1R1EA1ENts OF T LITTLE Roar DIAL PLAT SUBDIVISION RILES AND RECUUITCNS HAVE BEEN CDINO JED \ VAIN.I L*L ib _ \ L1i DATE OF W`5.11- s roR S' z ne -ARKANSAS JZ= I BY: CERTIFICATE OF FINAL APPROVAL I DATE: J v PURSUANT TO THE UTTLE ROCK SLODh1510N RILES AM \ \ REGULATIONS, AMID ALL Or THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS NEREBY ACCEPtED. 1149 CERTNICATE IS HERESY EXECUTED UNDER THE A�UTIA M OF SAID RULES AND RE 14[_2,v 0'0 (SWriEO) � � \ I PTO 2014 DA a anDN cawssloN a'1 FIP PART OF W1 /2,NW1 /4,S24,T-1-N,R-12-W LITTLE ROCK, PULASKI COUNTY, ARKANSAS Fennell * Purifov Architects DATE SHT REFERENCE rn to FOUND GRANITE MONUMENT N SW CORNER, SW 1/4, NW 1/4 \ SECTION 24, T-1-N, R-12-W FINAL PLAT HOMES AT GRANITE MOUNTAIN DATE: 10-12-00 ENGINEERING, INCACAD: FPLAT ZS * PLANNERS * SURVEYORS * PHOTOGRAMMETRISTS MEW: 201 Markham Center Drive PROJECT it. 9908067 P. 0. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fox: (501) 227-5755 SHEET: of 0 o� TRACT A Nle,t , T 74 83a FIP _\\ PTO 379\ PART OF THE SW 9, NW Y4, SECTION 24, T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING EAST OF GILLAM PARK ROAD, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SE CORNER OF THE NW A, NW k, SECTION 24. T-1-N, R-12-W. THENCE SOI'52'18"W 1317.00' TO A POINT; THENCE N88'04'04"W 35.00' TO THE POINT OF BEGINNING; THENCE N88'04'04"W 1031,40' TO A POINT; THENCE N55'16'30"E 339.69' TO A POINT; THENCE N51'40'25*E 200,18' TO A POINT; THENCE N41'18'IWE 100,62' TO A POINT; THENCE N29'33'21"E 85.62' TO A POINT; THENCE S89'47'391 502.31' TO A POINT; THENCE SOt'52'18"W 500.94' TO THE POINT OF BEGINNING. CONTAINING 8,214 ACRES MORE OR LESS. IV URUTY EASEMENT 407.87 - -_ yAd d-90100100' TW- 5. So �rn L=40.0.r/ 4o.o6 '"I! OSOt 96 SDS/'E. ?3o f fIP •^ l\ \ PTO (PROJECT LOCATION I CORD BEARING AND DISTANCE R-67.53$1" 198'1 R-67.50 IL ag.5Ton-420.82n=553Lm233.53309.78 lyl _ , ��IoI� G� P►. .�� \ I I• $2 I (� I(I 2015 \ \ III was. III STATE PLANE COORDINATES \ N? 7 POINT NORTHING EASTING DESCRIPTION 93`7?7 \ 1 135260.7000 1239431.8800 PAGIS MON.2011.AZ1 2 135545.2100 1238355.8600 PAGIS MON.2011 Sip ��gg 367 134774.5690 1236498.0060 FNDPNT 379 134860.9910 1236540.9330 FNDPNT 404 134982.1050 1236580.7000 FNDPNT �fI 513 135086.7540 1236587.5740 FNDPNT 591 135236.9480 1236586.4730 FNDPNT 0 1725 135661.6800 1236918.9220 FNDPNT d 1768 134276.0573 1236105.6738 FNDPNT "1 1771 134400.1978 1236262.7140 FNDPNT Z 1776 134475.7847 1236329.1253 FNDPNT 2002 135363.8090 1236910.3150 FNDPNT 2003 135778.5600 1236398.3830 FNDPNT 2004 135509.1690 1236525.7900 FNDPNT 2012 135362.8990 1236935.2980 FNDPNT 2013 134046.6030 1236892.2810 FNDPNT 2014 134082.5580 1235826.4870 FNDPNT 2015 134696.4020 1236454.2290 FNDPNT 2017 135375.6810 1236584.3320 FNDPNT 3000 135663.9118 1236908.9823 SETPNT 3001 135401.9435 1236901AI27 SETPNT 3002 135382.6454 1236879.1957 SETPNT 3003 135402.7698 1236744.9640 SETPNT 3004 135411.3203 1236683.1460 SETPNT 3005 135419.1579 1236577.6509 SETPNT 3006 135431.1135 1236560.0217 SETPNT 3007 135347.5293 1236584.7665 SETPNT 3008 135367.8045 1236605.9198 SETPNT 3009 135361.6446 1236677.4601 SETPNT 3010 135353.5150 1236736.3406 SETPNT 3011 135332.1712 1236880.7637 SETPNT 3012 135311.6338 1236898.6040 SETPNT CERITIFICATE OF OWNER 3013 134548.3339 1236908.6777 SETPNT ME, THE uMDERSOMEO. OWNERS OF THE REAL I 3014 134548.4596 1236873.6632 SETPNT AND uscROD NUIN, 00 MEREBY CERTIFY n 3015 134550.2631 1236371.3592 SETPNT talD oK' x'� AND D' Am Da K 3016 134047.7462 1236857.2997 SETPNT MI"S Aeo PL T.1lulllNl,oE sAn REAL ESTATE w AC( S SIGl.0 DATE E>IECUTION NAME: urn ADDRESS: VIM A SOURCE OF TITLE: 01 N0. M-064312 48s„L,,,1O0 SOURCE OF TITLE: D.R. WSL NO, 2000DOSOIS SURVEYOR'S NOTES 1. DISTANCES A NM IN FEET AN INCH AN DECIMAL 0 S CES RE SHO EE 0 ES 0 OEC AL PORTIONS THEREOF. 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION. 3. THIS PROPERTY IS ZONED PRO - PLANNED RESIDENTIAL DISTRICT. 4. FOR SET -BACKS AND OTHER DETAILS OF THE DEVELOPMENT PLAN NOT SHOWN - SEE THE APPROVED SITEPLAN. 5' IN ACCORDANCE WITH FIRM RATE MAP 050181-00136 (REV 11/3/93) THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD ZONE. 6. ERROR OF CLOSURE 0•01005628 L%1' I31a 1 ZA STALE OF ••' AATAASAS Aa rs LM1 R DATE I BY S TO 1/1000th, DESCRIPTION N91A01jW LAY 0", X NTH AR CERTIFICATE OF RECORDING THIS T, rT�Dva O�*� 0+FREO FOR W 40 t M T RECORD 9 PLA 80ac P ACE CAROLYN STALER rr'',,,,,''''it Coun Clerk corder dei» (NAME) CLE C!}py}S E�R�T�F�IIC��A OF ENGINEERING ACCURACY Ly�HEREBY CERTKY THAT iZ PLAT CORRECTLY IS A PLAT MADE -BY ME, )ESIGNED BY: )RAWN BY: JHM CHECKED BY: DRV APPROVED BY: DRV PRELIMINARY: El FINAL: ❑ FOR CONSTRUCTION: AS BUILT: �TO 1776 1 >tj � Gd�ss• LEGEND 0lP FOUND IRON PIN FOUND MONUMENT SIP SET IRON PIN SET MONUMENT +�I SE CORNER, SW 1/4, NW 1 /4 ECTION 24, T-1-N, R-12-W FlP 1.' f E 1236900 JJJPTA 2013 1 �7' PTO 1771 I tro 0 O OD a0 0 ?O \ I Z 0 Q M z ` PTO 1768 I FIP I I I ti 1-bF \ I PTO 3016 P.O.B. OF TRACT A E 1236600 E 1236,300 E 1236000 CERTIFICAT SURVEYING ACCURACY 1, QA'`NEREBY CERITI THAT 1 AS PLAT CORMCTLY IS A BOUNDARY SURVEY MADE OR VERIFKD BY ME, ALL M01RR1ENTS REOURIED \ ACTUALLY EXIST AND ARE CORRECTLY SHOW HEREON AND THAT ALL SURVEYNO REaI1R1EA1ENts OF T LITTLE Roar DIAL PLAT SUBDIVISION RILES AND RECUUITCNS HAVE BEEN CDINO JED \ VAIN.I L*L ib _ \ L1i DATE OF W`5.11- s roR S' z ne -ARKANSAS JZ= I BY: CERTIFICATE OF FINAL APPROVAL I DATE: J v PURSUANT TO THE UTTLE ROCK SLODh1510N RILES AM \ \ REGULATIONS, AMID ALL Or THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS NEREBY ACCEPtED. 1149 CERTNICATE IS HERESY EXECUTED UNDER THE A�UTIA M OF SAID RULES AND RE 14[_2,v 0'0 (SWriEO) � � \ I PTO 2014 DA a anDN cawssloN a'1 FIP PART OF W1 /2,NW1 /4,S24,T-1-N,R-12-W LITTLE ROCK, PULASKI COUNTY, ARKANSAS Fennell * Purifov Architects DATE SHT REFERENCE rn to FOUND GRANITE MONUMENT N SW CORNER, SW 1/4, NW 1/4 \ SECTION 24, T-1-N, R-12-W FINAL PLAT HOMES AT GRANITE MOUNTAIN DATE: 10-12-00 ENGINEERING, INCACAD: FPLAT ZS * PLANNERS * SURVEYORS * PHOTOGRAMMETRISTS MEW: 201 Markham Center Drive PROJECT it. 9908067 P. 0. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fox: (501) 227-5755 SHEET: of