Loading...
Z-3836-G Map 1ALE REVISIONS R/w - R✓W - R/W - — - R/ - — - FOUND X" REBAR I ' - R/w _ R/W - _ _ R/W - — - R/W _ _ _ R/W S88002'09"W - 5.14' I I _ — R/w - — - ww _ ._ _ R/W _ — _ FROM ACCEPTED CORNER R/W — -_ — R/W _ _ r , i 3 RAII - — - R/w - — - R/w _ — _ R/w - — - FOUND 3/" PIPE R/w - - N88013'33"W - 8.59' i 3 — — — WOODLAND HEIGHTS R : a NOTE: NO KNOWN EASEMENT _ OAD 3 CALCULATED POSITION _ FROM ACCEPTED CORNER \ / ' - I D " REBAR FOR ELECTRIC UTILITIES \ — - w - �/w - - _ _ �60 R�IN� - - FOUND z ACROSS PROPERTY OF ORIGINAL (DEEDED) /-- -W---- w - - - -W- --W--- W - -- W - - --- i (ACCEPTEDPROPERTY CORNER \-w----W----W---' OHE-._._ _ GUARD --- / N871809 5 w W---- - --- --- « S QD --- DHE — . — . — _ _ _ _ _ _ « GATE ": STEEL GU L l.:i OHE — — OHE — . _ - - _ _ _ .. 7°21'17"E- w - S87°18'09"E 453.00' M "W 12 0'( 51,45' (M) S8 T36'E - 751.45' D _. _ w _ w NOo°20'11' E - 30.00' (DM) O S89°35'36"E - 465.35' D) °FOUND " PIPE-,,.,, NOTE: ROADWAY ENCROACHES ONTO o E - - HE - - NO OOHS E 30 00 ( ) DHE \ / PROPERTY AS SHOWN. NO RIGHT-OF-WAY c _ - OHE - - . _ OHE - _ . - oHE - . - . - - 2 DEDICATION RECORDS FOUND ..r. -_ - OHE - . - - . - OHE - _ off - - OHE - SEGMENTAL BLOCK • t` -. .. _ _ -. I I oHE' RETAINING WALL I ? I � I j L=247.80' (M), R=1,909.55' (M), A=T26$7" (M) 101 n -- CH=N42°53'34"E - 247,62' (M) A I I` ni nvcnni Tun " _ ......... L-248.53 (D), R-1,909.55 (D), d-7 2T26' (D) s� H o ZCHRIST THE KING PROPERTY o w } ...._ .__. _. _ FOUND L)/ a 1 GATE .CONC. DRANAGE _ R1 C LT .-,529,039.51 SQ I 1 [] CHANNEL ( I CURB INLET 'z RED CALCULATED POSITION :�� ., � � � �� n. �� „� OF ORIGINAL (DEEDED)12.15 ACRES ® �: ° °' QQ // PROPERTY CORNER (f) c0 �V9C.T.K. SCHOOLE ECTRI wZ FF ELEV=496.90PANN88°23'37"W - 3I.00' (M) FOUND o _ ©:' ,• , o- a 089°22O ' VE - 3b.00' i z ,,. CHRIST THE KING / Q a " REBAR j ° ` " CHURCH SIGN / j °3 CHRIST THE KING CHURCH V Z / m FF ELEV-497.00CL GRATE INLET `'. / Iz:.t «w.I I Q. SEE , GRATE INLET1 1 I SEEriEETgV1.2 FOR DETAILEC} S' - „ METALLED' o- s -..._...__SuRV f F THIS t RE_ i f' r / tt �htc J .3 F� EE � t'. {)F. THIS AREA S 40 r ffi�ar ( , .® per° SCALE: L" _ m UNCTION 6717 i STORM DRAIN CONC.SIDEWALK Jq J Box BRICK PATIO ' f E.. ALLTEL MARKER -0.0 SEGME'NTAL BLOCK.��. CURB INLET AND UTILTIES - f ' " F RETAINING WALL APPARENT PREVIOUS 10 ) • SET 1/2" REBAR W/ CAP (PS #1401 TRAFFIC SIGNAL RIGHT-OF-WAY DEDICATION SET MAG NAIL o NO RECORD FOUND I f j POLE & LIGHTS - ( ) O FOUND MONUMENT RB IN ±10,772.22 SQ. FT OR ±0.245 ACRES) n AMID TRAFFI : 1 - COMPUTED CORNER (NOT SET) CONTROL BQ �\ _ `, ./ /,..s°'' .✓�` / - RIGHT-OF-WAY titi� /' _ OVERHEAD ELECTRIC 2 A9?� FAMILY LIFE CENTER / nHTD rRaFFICa °r" ��OQ�/ �--�° FENCE FF ELEV=494.75 ASPHALT PARKING LOT �� `�bNTROL BOX j Off, / ROADWAY CENTERLINE I I % 0> / POLE &LIGHTS °`2`P\� ' - - ss - SANITARY SEWER LINE TRAFiiC SIGNAL G f / 0 P� � , - ueE - - - UNDERGROUND ELECTRIC LINE PROPERTY OWNER OF RECORD CLIENT NAME - - w - - - WATER LINE I] f 54"CULVERT STORM DRAIN ' ._.: .. p� /`,/ 1 — NE I •6 / \._. JUNCTION BOX ' j \CHURCH 1 tiA ��O�L�� CHRIST THE KING CATHOLIC CHRIST THE KING CATHOLIC CHURCH BUILDING SETBACK LINE AD AD c�' ��Ry1' UTILITY EASEMENT � 4000 NORTH RODNEY PARHAM 4000 NORTH RODNEY PARHAM Coy POWER/UTILITY POLE ROAD ROAD _ r °^° LITTLER ARKANSAS 72212 LITTLER SAS 72212 ARKANSAS # LAMP POLE TREES aI G f / HANDICAP PARKING SYMBOL -6�� (CROSSES UNDER STRUCTURE) 7 _ _ 6TEW // /' / SIGN LET / oNE - - ONE - J l CURB INLET , / ® ELECTRIC PANEL OR METER c 1E J _, one, — ! 60 YD' ARCH CULVERT ,,ifs` �, ' ® GAS METER - gm SEWER CLEANOUT / .......1 \ ' i SEES EET ).3 R � AI LII l \ �� � 5' � \ .°f'' '{ / / APPARENT PREVIOUS R/W DEDICATION 5 ( ) i)F HIS Ai�E{4 I � °tiF '` ,' .`. , `..W' / M MEASURED '' • �` / K' ASPHALT PARKING LOT° S5' s" 60 x120"' CULVERT / LEGAL DESCRIPTION PROVIDED (DEED BOOK 968, PAGE 363) p 000 ,� ��ss � O PER DEED A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 13 CATION WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CERTIR COMMENCE AT THE SOUTHWEST CORNER OF SAID SW 1/4 OF THE SE 1/4 AND RUN THENCE NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST ALONG THE CENTERLINE OF A COUNTY I HEREBY CERTIFY THAT THE ABOVE PLAT REPRESENTS A SURVEY MADE BY ME OR \ / , ROAD (60 FOOT RIGHT OF WAY) FOR A DISTANCE OF 983.93 FEET; THENCE NORTH 89 UNDER MY SUPERVISION ON THIS DAY AND THAT ALL CORNERS ARE SET AS CALCULATED POSITION \\ �s' , DEGREES 22 MINUTES 30 SECONDS EAST FOR A DISTANCE OF 30 FEET TO THE POINT OF SHOWN. NO INDEPENDENT SEARCH FOR EASEMENTS, COVENANTS, SOUTHWEST CORNER / BEGINNING; THENCE NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST FOR A DISTANCE ENCUMBRANCES, OR ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY ' SOUTHWEST �,SOUTHEAST X, OF 298.02 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FOR A DISCLOSE WAS PERFORMED. �t �°� "SECTION 21, T-2-N, R-13-VVi /_ /' DISTANCE OF 751.45 FEET; THENCE NORTH 0 DEGREES 04 MINUTES 44 SECONDS EAST FOR A s 1 , DISTANCE OF 30 FEET TO A POINT ON THE NORTH LINE OF SAID SW 1/4 OF THE SE 1/4 OF /( SECTION 21; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FOR A DISTANCE a I UTILITY DISCLAIMER GENERAL NOTES :> /' RA D HICKEY, AR PLS #140 1 � I � '; OF 465.35 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD, UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. 1. BASIS OF BEARING FOR THIS SURVEY IS BASED ON ARKANSAS STATE PLANE GRID SAID POINT ALSO BEING THE POINT OF CURVATURE OF A 3.00487 DEGREE CURVE TO THE RI, SAID CURVE124.24 FEET UNDERGROUND UTILITIES ARE TAKEN FROM UTILITY MAPS AND/OR COORDINATES (NAD83 DATUM). MEASURED DISTANCES ARE GRID DISTANCES. ELEVATIONS,' AN G INHTTERNAL ANGLE OFF 7NDEGREES 27 MINUTES 26 SECONDS; THENCEOSOUTHWESTERLY D````Ytlu❑ ❑�„ �� '' I RE��S ON -THE -GROUND MARKINGS. EXACT LOCATION OF UNDERGROUND SHOWN ARE ABOVE MEAN SEA LEVEL (NAVD88 DATUM). _ ° /'` ALONG SAID CURVE TO THE RIGHT FOR A DISTANCE OF 248.53 FEET TO THE POINT OF STATE OF P UTILITIES ARE APPROXIMATE, AND NO EXCAVATION HAS TAKEN PLACE .' /. ° /' TANGENCY THEREOF; THENCE SOUTH 44 DEGREES 22 MINUTES 50 SECONDS WEST ALONG ; b,' ARKANSAS Cic Py% AS OF THIS DATE TO DETERMINE THE EXACT LOCATION OF 2. REFERENCES: m , _ �_ NO. 4 1 c� = - CENTRAL O UNDERGROUND UTILITIES SHOWN ON THIS SURVEY. A. WARRANTY DEED GRANTED TO CHRIST THE KING CHURCH FOUND INDEED BOOK 968 ALLTEL MAR *> Y THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD FOR A DISTANCE OF 829.21 FEET; _ =0 c = Z THENCE NORTH 45 DEGREES 37 MINUTES 10 SECOND WEST FOR A DISTANCE OF 660.13 FEET = ��-i�- A SIGN TURF. - ARKANsns I AND UTILTI _ _ . ENGINEERING ; PAGE 363 364. - / -lT-7 /0///ZC/2 We ; ,. ° { TO THE POINT OF BEGINNING, CONTAINING 12.39 ACRES MORE OR LESS. N P FLOOD STATEMENT FOUND /�" REBAR ����rO 1 9� azss\`` i 3. SURFACE CONTOURS SHOWN ON THIS PLAT REPRESENT EXISTING TOP OF GROUND AND/OR \N j ACCORDING TO FEMA FIRM 0501810042F, DATED OCTOBER 19, 2001, TOP OF IMPROVEMENTS UNLESS NOTED. CONTOURS SHOWN ARE ON V INCREMENTS, AND N43023'17"W - 10.08' (M « CALCULATED POSITIONq i THIS PROPERTY LIES IN ZONE "X," WHICH HAS BEEN DETERMINED TO BE ELEVATIONS ARE BASED ON NAVD88 DATUM. OF ORIGINAL (DEEDED) i OUTSIDE OF THE 500-YEAR FLOODPLAIN. �/ ' PROPERTY CORNER / U 0 a y U z Y � Gov 0 0�� u h o m SCALE 1"=40' PROJECT No. 2012255 SHEET v 1 . 1 PAGE 1 of 3