The URL can be used to link to this page

Home My WebLink AboutZ-6661-B Map 2i Rq / 6" SITE COORDINATES RADIATION CENTER (NAD LATITUDE: 34" 46' 06.38"\NORTH LONGITUDE: 92" 18' 46.18" 'NEST ELEVATION: 439.00 FEET (GR CONVERGENCE ANGLE _ -00" 10' 55.33" 15' WIDE EASEMENT SYMBOL LEGEND POWER POLE 0 METAL TRAFFIC POLE * LIGHT POLE *E ELECTRIC BOX O- ANCHOR GUY O TELEPHONE PEDESTAL (S) SANITARY SEWER MANHOLE mGAS VALVE m WATER VALVE "f WATER METER/WATER SHUTOFF 5 FIRE HYDRANT Wi CURB INLET ❑ DRAIN INLET ® STORM SEWER MANHOLE ® MONITOR WELL ® FOUND IRON PIN/NAIL/SPIKE • SET IRON PIN/NAIL/SPIKE El FOUND CONCRETE R.O.W. MONUMENT POINT OF TERMINATION PROP. INGRES EGRESS ESM'T EASEMENT "B"- VARIABLE WIDTH INGRESS/EGRESS EASEMENT D / I PROP, NEXTEL LEASE AREA /. 0 6 12" \ \ TREE \ 1\ \ 1 \\ 2 \ N` `s ---------'^.' TREE AQRE3 AINIPC W LL \ \ /vPOB \ 1 1 X63. \ , PROP. NEX-EL POB �`\N685438+.. \\ , 15' UTIL ESM'T PROP. INGRESS/ 500 W \ \t ...EGRESS FSM'T "B" �B" 4, \- - -.1 - \'L� 1 ,T .1 1 ��\4j636072 \\ 1 LINETABLE CURVE TABLE LINE DIRECTION DISTANCE Li N11'41b3"W 66.49 L2 N16'I0'08"W 67.69 L3 N79'54'23"W 105.09 L4 N20'57'32"W 207.17 L5 N20'28'01"W 101.48 L6 1416746'42"W 94.04 L7 N2234'29"W 31.39 E8 S06'09'04"E 147.00 L9 S03'45'36"E 61.66 L10 S00'46'05"W 63.37 1_11 S36'53'17"E 14.38 L12 N11'41'03"W 25.00 L13 S5255'09"W 47.58 L14 N37'29'10"W 77.73 L15 N52'30'50"E 42.64 L16 N35'13'30"W 11.21 L17 N53'06'43"E 10.69 L18 S36'53'1 7"E 5.00 L19S53'06'43"W 5.83 L20 S35`13'30"E 11.16 L21 552'30'50"W 42.45 L22 537'29'10"E 19.52 L23 N52'30'50"E 42.96 L24 S37'04'51"E 53.54 L25 551'45'05"W 20.38 L26 535'07'47"E 8.30 L27 509'57'54"W 18.67 L28 S52'10'59"W 8.55 L29 S3653'18"E 20.19 L30 S52'55'09"W 31.24 L31 N37'04'51"W 53.54 L32 S52'30'50"W 42.96 L33 N37'29'10"W 19.52 L34 N52'30'50"E 42.45 L35 N35'13'30"W 11.16 L36 N53'06'43"E 31.66 L37538'36'34"E :D��-)� 10.82 L38 N53'37'S3"E 42.33 L39 S37'25'32"E 31.03 440 S73'32'59"W 151.51 L41 N71'33'15"W 62.74 L42 N29'40'28"W 90.95 L43 N40'58'03"W 120.40 L44 N61'09'18"W 79.59 L45 N28'50'42"E 15.00 L46 561'09'16"E 82.26 L47 S40'58'03"E 124,55 L48 529'40'28"E 86.69 L49 571'33'15"E 52.29 L50 N73' 2'59"E 141.03 L51 I S37'29'10"E 16.07 Rq / 6" SITE COORDINATES RADIATION CENTER (NAD LATITUDE: 34" 46' 06.38"\NORTH LONGITUDE: 92" 18' 46.18" 'NEST ELEVATION: 439.00 FEET (GR CONVERGENCE ANGLE _ -00" 10' 55.33" 15' WIDE EASEMENT SYMBOL LEGEND POWER POLE 0 METAL TRAFFIC POLE * LIGHT POLE *E ELECTRIC BOX O- ANCHOR GUY O TELEPHONE PEDESTAL (S) SANITARY SEWER MANHOLE mGAS VALVE m WATER VALVE "f WATER METER/WATER SHUTOFF 5 FIRE HYDRANT Wi CURB INLET ❑ DRAIN INLET ® STORM SEWER MANHOLE ® MONITOR WELL ® FOUND IRON PIN/NAIL/SPIKE • SET IRON PIN/NAIL/SPIKE El FOUND CONCRETE R.O.W. MONUMENT POINT OF TERMINATION PROP. INGRES EGRESS ESM'T EASEMENT "B"- VARIABLE WIDTH INGRESS/EGRESS EASEMENT D / I PROP, NEXTEL LEASE AREA /. 0 6 12" \ \ TREE \ 1\ \ 1 \\ 2 \ N` `s ---------'^.' TREE AQRE3 AINIPC W LL \ \ /vPOB \ 1 1 X63. \ , PROP. NEX-EL POB �`\N685438+.. \\ , 15' UTIL ESM'T PROP. INGRESS/ 500 W \ \t ...EGRESS FSM'T "B" �B" 4, \- - -.1 - \'L� 1 ,T .1 1 ��\4j636072 \\ 1 POC 20' ESM'T APPROXIMATE LOCATION ', PROPERTY LINE / (SEE NOTE BELOW) , LOT 94 i LOT 93 EXIST. PRIVATE DRIVE LOT 89 i t `PROP. 20'%DE INGRESS\EGRESS EASEMENT _21� COFFEE A� \ \ / / /„�/ \y%C p Av O 5/ R/_11 T01 ABBREVIATIONS EP EDGE OF PAVEMENT ROW RIGHT OF WAY CL CENTERLINE RCP REINFORCED CONCRETE PIPE CONC CONCRETE CMP CORRUGATED METAL PIPE Q SUBJECT PROPERTY LINE TC TOP OF CURB BC BOTTOM OF CURB POB POINT OF BEGINNING HCR HANDICAP RAMP HANDICAP PARKING/ACCESS ^E-CE---OE-----OE-OE- OVERHEAD ELECTRIC LINES CURVE TABLE UNDERGROUND ELECTRIC LINES G G- CURVE RADIUS I LENGTH ITANGENTI CHORD I BEARING I DELTA C1 31.00 88.70 1 219.68 61.39 S77'58'11"W 163'56'09" C2 74.50 118.44 75.92 106.35 1 553'43'18"W 91'05'07" C3 20.00 47,53 49.69 37.11 531'11'17"W 1 136'09'08" POC 20' ESM'T APPROXIMATE LOCATION ', PROPERTY LINE / (SEE NOTE BELOW) , LOT 94 i LOT 93 EXIST. PRIVATE DRIVE LOT 89 i t `PROP. 20'%DE INGRESS\EGRESS EASEMENT _21� COFFEE A� \ \ / / /„�/ \y%C p Av O 5/ R/_11 T01 ABBREVIATIONS EP EDGE OF PAVEMENT ROW RIGHT OF WAY CL CENTERLINE RCP REINFORCED CONCRETE PIPE CONC CONCRETE CMP CORRUGATED METAL PIPE Q SUBJECT PROPERTY LINE TC TOP OF CURB BC BOTTOM OF CURB POB POINT OF BEGINNING HCR HANDICAP RAMP HANDICAP PARKING/ACCESS ^E-CE---OE-----OE-OE- OVERHEAD ELECTRIC LINES -�.E-UE UE -UE -UE- UNDERGROUND ELECTRIC LINES G G- UNDERGROUND GAS LINE G-� W w w- UNDERGROUND WATER LINE w --SS-Ss-SS-SS-SS- UNDERGROUND SANITARY SEWER LINE --CT "TCTGT- OVERHEAD TELEPHONE LINE uT UT�T�T- UNDERGROUND TELEPHONE LINE D - D - D DRAINAGE/STORM SEWER LINE -x -X -x -X -X -X -X- FENCE SUBJECT PROPERTY BOUNDARY o - CENTERLINE NOTE: ALL SYMBOLS, ASBREVATIONS, OR LINESTYLES DO NOT NECESSARILY APPEAR ON DRAWING(S). USE ONLY AS APPLICABLE LEASE AREA do EASEMEN TS NOTE: OUTBOUNDARY SHOWN IS APPROXIMATELY SHOWN PER PLAT OF RECORD (PLAT BOOK 4, PAGE 286) AND DEED CALLS. GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 f CO W z Q J W f - V) (n (n z Of `S 0_ W d FLOOD HAZARD STATEMENT THIS PCS SITE (THE SUBJECT SITE AS SHOWN) IS NOT LOCATED WITHIN THE LIMITS OF A DESIGNATED 100 YEAR FLOOD ZONE PER FEMA \ FIRM MAP COMMUNITY PANEL NUMBER 050181 0007 E, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, EFFECTIVE DATE NOVEMBER 3, 1993. BENCHMARK TBM ELEVATION DATUM IS BASED UPON GPS SURVEY METHODS AND PROCEDURES. PFt TRAVERSE #6 TOP OF BUILDING, SOUTHWEST CORNER ELEVATION = 425.92 M.S.L. (SEE PLAN FOR LOCATION) PROP. NEXTE LEASE AREA Z / Op ,5N o \ �A POB \ PROP. NEXTEL 15' UTIL. ESM'T / / v1% / PRO / 1U COMPOUND DETAIL SCALE: 1" = 30' TIL. ES4.11` LEGAL DESCRIPTION EXISTING PROPERTY (PER DESCRIPTION OF RECORD) NEXTEL PARTNERS "PULASKI HEIGHTS" AR -002P PART OF PLOT "A" AND PART OF PLOTS "B" AND "C" OF RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, AND PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, AND PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT WHICH IS THE QUARTER SECTION CORNER BETWEEN SAID SECTIONS 29 AND 32; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, OF -SECTION 32 FOR 438,75 FEET TO THE NORTHERNMOST CORNER OF LOT 113 OF THE RE -PLAT OF LOTS 710, 111, 112, 113, 114, 115, PLOT "Y" AND PART OF PLOT "A" OF RIVERSIDE ADDITION, AS SHOWN IN PLAT BOOK 4 AT PAGE 286; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE REAR LINE OF SAID LOT 113 AND SAID REAR LINE PROLONGED FOR 150.00 FEET; THENCE EAST ALONG A LINE PARALLEL TO THE LINE BETWEEN SAID SECTIONS 29 AND 32 FOR 250 FEET; THENCE IN A NORTHEASTERLY DIRECTION FOR 330 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF MAGNOLIA STREET, SAID POINT BEING .230. FEET NORTHWESTERLY FROM THE NORTHWEST CORNER OF LILAC TERRACE AND MAGNOLIA STREET; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE WESTERLY RIGHT OF WAY LINE OF MAGNOLIA STREET FOR 230 FEET TO THE NORTHWEST CORNER OF LILAC TERRACE AND MAGNOLIA STREET; THENCE IN AN EASTERLY DIRECTION TO THE NORTHEAST CORNER OF LILAC TERRACE AND MAGNOLIA STREET, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT 89 OF SAID RIVERSIDE ADDITION TO LITTLE ROCK; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE WESTERLY LINE OF SAID LOT 89 FOR 115 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 89; THENCE IN A NORTHEASTERLY DIRECTION ALONG THE REAR LINE OF SAID LOT 89 FOR 91 FEET TO THE CORNER COMMON TO LOTS 89, 90, 92 AND 93 OF SAID RIVERSIDE ADDITION; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE REAR LINE OF LOTS 93, 94, 95, 'b" AND "E" OF SAID RIVERSIDE ADDITION FOR 472.5 FEET TO THE LINE BETWEEN SECTIONS 29 AND 32; THENCE WEST ALONG THE SAID LINE BETWEEN SECTIONS 29 AND 32 FOR 169 FEET; THENCE NORTH FOR 100 FEET; THENCE WEST ALONG A LINE PARALLEL TO THE SAID LINE BETWEEN SECTIONS 29 AND 32 FOR 102 FEET; THENCE SOUTH FOR 50 FEET TO A POINT WHICH IS 271 FEET WEST AND 50 FEET NORTH OF THE NORTHWESTERLY CORNER OF LOT "E", RIVERSIDE ADDITION TO LITTLE ROCK; THENCE IN A SOUTHWESTERLY DIRECTION FOR 51 FEET TO A POINT ON THE SAID LINE BETWEEN SECTIONS 29 AND 32, SAID POINT BEING 279 FEET WEST OF SAID NORTHWESTERLY CORNER OF SAID LOT "E"; THENCE CONTINUING IN A SOUTHWESTERLY DIRECTION ALONG THE LAST DESCRIBED COURSE PROLONGED FOR 159 FEET; THENCE IN A NORTHWESTERLY DIRECTION FOR 155 FEET TO A POINT WHICH IS 335.16 FEET EAST AND 70.26 FEET SOUTH OF THE QUARTER SECTION CORNER BETWEEN SECTIONS 29 AND 32; THENCE IN A NORTHWESTERLY DIRECTION FOR 100 FEET TO A POINT ON THE LINE BETWEEN SAID SECTIONS 29 AND 32, SAID POINT BEING 264 FEET EAST OF THE SAID QUARTER SECTION CORNER BETWEEN SECTIONS 29 AND 32; THENCE CONTINUING IN A NORTHWESTERLY DIRECTION ALONG THE LAST DESCRIBED COURSE PROLONGED FOR 70.7 FEET; THENCE WEST ALONG A LINE PARALLEL TO THE SAID LINE BETWEEN SECTIONS 29 AND 32 FOR 214 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 29, FOR 50 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION PROPOSED NEXTEL INGRESS\EGRESS EASEMENT "B" NEXTEL PARTNERS "PULASKI HEIGHTS" AR -002P PART OF PLOT "A" OF RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, BEING PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A DESCRIPTION OF A PROPOSED NEXTEL INGRESS\EGRESS EASEMENT "B"; COMMENCING AT THE NORTHEAST CORNER OF LILAC TERRACE (PUBLIC PAVED 50' RIGHT OF WAY) AND MAGNOLIA AVENUE (PUBLIC PAVED 50' RIGHT OF WAY) SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT 89 OF SAID RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK; THENCE NORTH 63 DEGREES 54 MINUTES 38 SECONDS WEST 380.17 FEET TO THE TRUE POINT OF BEGINNING; THENCE RUN THE FOLLOWING BEARINGS AND DISTANCES: SOUTH 52 DEGREES 55 MINUTES 09 SECONDS WEST 47,58 FEET; NORTH 37 DEGREES 29 MINUTES 10 SECONDS WEST 77,73 FEET; NORTH 52 DEGREES 30 MINUTES 50 SECONDS EAST 42.64 FEET; NORTH 35 DEGREES 13 MINUTES 30 SECONDS WEST 11.21 FEET; NORTH 53 DEGREES 06 MINUTES 43 SECONDS EAST 10.69 FEET; SOUTH 36 DEGREES 53 MINUTES 17 SECONDS EAST 5.00 FEET; SOUTH 53 DEGREES 06 MINUTES 43 SECONDS WEST 5.83 FEET; SOUTH 35 DEGREES 13 MINUTES 30 SECONDS EAST 11.16 FEET; SOUTH 52 DEGREES 52 DEGREES 30 MINUTES 50 SECONDS WEST 42.45 FEET; SOUTH 37 DEGREES 29 MINUTES 10 SECONDS EAST 19.52 FEET; NORTH 52 DEGREES 30 MINUTES 50 SECONDS EAST 42.96 FEET; SOUTH 37 DEGREES 04 MINUTES 51 SECONDS EAST 53.54 FEET TO THE POINT OF BEGINNING. CONTAINING 2,970 SQUARE FEET OR 0.068 ACRES MORE OR LESS. 4 > N w w z 1NTRELL RD. O v� 9� PROJECT s LOCATION NORTH VICINITY MAP NTS LEGAL DESCRIPTION PROPOSED NEXTEL LEASE AREA NEXTEL PARTNERS "PULASKI HEIGHTS" AR -002P PART OF PLOT "A" OF RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, BEING PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A DESCRIPTION OF A PROPOSED NEXTEL LEASE AREA; COMMENCING AT THE NORTHEAST CORNER OF LILAC TERRACE (PUBLIC PAVED 50' RIGHT OF WAY) AND MAGNOLIA AVENUE (PUBLIC PAVED 50' RIGHT OF WAY) SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT 89 OF SAID RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK; THENCE NORTH 51 DEGREES 25 MINUTES 24 SECONDS WEST 393.24 FEET TO THE TRUE POINT OF BEGINNING; THENCE RUN THE FOLLOWING BEARINGS AND DISTANCES: SOUTH 51 DEGREES 45 MINUTES 05 SECONDS WEST 20.38; SOUTH 35 DEGREES 07 MINUTES 47 SECONDS EAST 8.30 FEET; SOUTH 09 DEGREES 57 MINUTES 54 SECONDS WEST 18.67 FEET; SOUTH 52 DEGREES 10 MINUTES 59 SECONDS WEST 8.55 FEET; SOUTH 36 DEGREES 53 MINUTES 18 SECONDS EAST 20.19 FEET; SOUTH 52 DEGREES 55 MINUTES 09 SECONDS WEST 31.24 FEET; NORTH 37 DEGREES 04 MINUTES 51 ,SECONDS WEST 53.54 FEET; SOUTH 52 DEGREES 30 MINUTES 50 SECONDS WEST 42.96 FEET; NORTH 37 DEGREES 29 MINUTES 10 SECONDS WEST 19.52 FEET; NORTH 52 DEGREES 30 MINUTES 50 SECONDS EAST 42,45 FEET; NORTH 35 DEGREES 13 MINUTES 30 SECONDS WEST 11.16 FEET; NORTH 53 DEGREES 37 MINUTES 53 SECONDS EAST 31.66 FEET; SOUTH 38 DEGREES 36 MINUTES 34 SECONDS EAST 10.82 FEET; NORTH 53 DEGREES 37 MINUTES 53 SECONDS EAST 42.33 FEET; SOUTH 37 DEGREES 25 MINUTES 32 SECONDS EAST 31.03 FEET TO THE POINT OF BEGINNING. CONTAINING 5,215 SQUARE FEET OR 0.120 ACRES MORE OR LESS. NOTE: EQUIPMENT WILL BE HOUSED IN APARTMENT NUMBER 166. ANTENNAE WILL BE MOUNTED ON TOP OF THE ELEVATOR SHAFT. LEGAL DESCRIPTION PROPOSED NEXTEL 15' WIDE UTILITY EASEMENT NEXTEL PARTNERS "PULASKI HEIGHTS" AR -002P PART QF PLOT "A" OF RIVERSIDE ADDITION TO TWE"CIT`! OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, BEING PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOW'NSFIP 2 NORTH, RANGE 12 '.TEST, IN THE CITY OF LITTLE ROCK, IN ?ULASKI COUNTY, BEING MORE PARTICULARLY DF_SCRiRFO AS FOLLOWS: BEING A DESCRIPTION OF A PROPOSED NEXTEL 15' WIDE UTILITY EASEMENT; COMMENCING AT THE NORTHEAST CORNER OF LILAC TERRACE (PUBLIC PAVED 50' RIGHT OF WAY) AND MAGNOLIA AVENUE (PUBLIC PAVED 50' RIGHT OF WAY) SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT 89 OF SAID RIVERSIDE ADDITION TO THE CITY OF LITTLE ROCK; THENCE NORTH 68 DEGREES 50 MINUTES 08 SECONDS WEST 416.64 FEET TO THE TRUE POINT OF BEGINNING; THENCE RUN THE FOLLOWING BEARINGS AND DISTANCES: SOUTH 73 DEGREES 32 MINUTES 59 SECONDS WEST 151.51 FEET' NORTH 71 DEGREES 33 MINUTES 15 SECONDS WEST 62.74 FEET; NORTH 29 DEGREES 40 MINUTES 28 SECONDS WEST 90.95 FEET; NORTH 40 DEGREES 58 MINUTES 03 SECONDS WEST 120.40 FEET; NORTH 61 DEGREES 09 MINUTES 18 SECONDS WEST 79.59 FEET; NORTH 28 DEGREES 50 MINUTES 42 SECONDS EAST 15.00 FEET; SOUTH 61 DEGREES 09 MINUTES 18 SECONDS EAST 82,2.6 FEET; SOUTH 40 DEGREES 58 MINUTES 03 SECONDS EAST 124.55 FEET; SOUTH 29 DEGREES 40 MINUTES 28 SECONDS EAST 86.69 FEET; SOUTH 71 DEGREES 33 MINUTES 15 SECONDS EAST 52.29 FEET; NORTH 73 DEGREES 32 MINUTES 59 SECONDS EAST 141.03 FEET; SOUTH 37 DEGREES 29 MINUTES 10 SECONDS EAST 16.07 FEET TO THE POINT OF BEGINNING. CONTAINING 7,440 SQUARE FEET OR 0.171 ACRES MORE OR LESS, LEGAL DESCRIPTION PROPOSED 20 FOOT WIDE INGRESS/EGRESS EASEMENT NEXTEL PARTNERS "PULASKI HEIGHTS" AR -002P PART OF PLOT "A" OF RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, BEING PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, IN PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A CENTERLINE DESCRIPTION OF A PROPOSED 20 FOOT WIDE INGRESS/EGRESS EASEMENT ACROSS SAID PROPERTY; COMMENCING AT THE PHYSICAL CENTERLINE OF LILAC TERRACE (PUBLIC PAVED ROAD 50' RIGHT OF WAY) WITH THE PHYSICAL CENTERLINE OF MAGNOLIA AVENUE (PUBLIC PAVED ROAD 50' RIGHT OF WAY); THENCE NORTH 11 DEGREES 41 MINUTES 03 SECONDS WEST 25.00 FEET TO A POINT IN THE NORTH RIGHT OF WAY LINE OF LILAC TERRACE BEING THE TRUE POINT OF BEGINNING OF SAID CENTERLINE DESCRIPTION; THENCE (LEAVING SAID NORTH RIGHT OF WAY LINE) RUN THE FOLLOWING BEARINGS AND DISTANCES: NORTH 11 DEGREES 41 MINUTES 03 SECONDS WEST 66.49 FEET; NORTH 16 DEGREES 10 MINUTES 08 SECONDS WEST 67,69 FEET; NORTH 19 DEGREES 54 MINUTES 23 SECONDS WEST 105.09 FEET; NORTH 20 DEGREES 57 MINUTES 32 SECONDS WEST 207.17 FEET; NORTH 20 DEGREES 28 MINUTES 01 SECONDS WEST 101.48 FEET; NORTH 16 DEGREES 48 MINUTES 42 SECONDS WEST 94.04 FEET; NORTH 22 DEGREES 34 MINUTES 29 SECONDS WEST 31.39 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 31.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE (CENTRAL ANGLE 163 DEGREES 56 MINUTES 09 SECONDS; CHORD BEARING SOUTH 78 DEGREES 58 MINUTES 11 SECONDS WEST; CHORD DISTANCE 61.39 FEET) AN ARC DISTANCE OF 88.70 FEET; THENCE SOUTH 06 DEGREES 09 MINUTES 04 SECONDS EAST 147.00 FEET; THENCE SOUTH 03 DEGREES 45 MINUTES 36 SECONDS EAST 61.66 FEET; THENCE SOUTH 00 DEGREES 46 MINUTES 05 SECONDS WEST 63.37 FEET TO A POINT OF CURVE TO THE RIGHT HAVING A RADIUS OF 74.50 FEET; THENCE SOUTHWESTWARDLY ALONG SAID CURVE (CENTRAL ANGLE 91 DEGREES 05 MINUTES 07 SECONDS; CHORD BEARING SOUTH 53 DEGREES 43 MINUTES 18 SECONDS WEST; CHORD DISTANCE OF 106.35 FEET) AN ARC DISTANCE OF 118.44 FEET TO A POINT OF COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHWESTWARDLY ALONG SAID CURVE (CENTRAL ANGLE 136 DEGREES 09 MINUTES 08 SECONDS; CHORD BEARING SOUTH 31 DEGREES 11 MINUTES 17 SECONDS WEST; CHORD DISTANCE OF 37.11 FEET) AN ARC DISTANCE OF 47.53 FEET; THENCE SOUTH 36 DEGREES 53 MINUTES 17 SECONDS EAST 14.38 FEET TO THE NORTHWEST FACE OF RIVERCLIFF APARTMENTS (6 STORY BRICK) AND THE POINT OF TERMINATION OF SAID 20 FOOT WIDE INGRESS/EGRESS EASEMENT. CONTAINING 24, 292.20 SQUARE FEET OR 0.558 ACRES MORE OR LESS. CERTIFIED TO: NEXTEL WIP LEASE CORP., DBA NEXTEL PARTNERS, INC. BEACH ABSTRACT AND GUARANTY COMPANY AND CHICAGO TITLE INSURANCE COMPANY i, WILLIAM H. WOODS, ARKANSAS REGISTERED LAND SURVEYOR NUMBER 1229, DECLARE THAT THE SURVEY SHOWN ON THIS PLAT WAS MADE BY ME OR UNDER MY SUPERVISION ON MAY 25, 2000 AND THAT THE RESULTS OF THE SURVEY ARE REPRESENTED ON THIS PLAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF. THIS DECLARATION IS FOR AND IS LIMITED TO THE SPECIFIC PARTIES THIS SURVEY WAS MADE FOR, Cop�-1� REVISIONS: PROJECT #: 17840 DATE: SEPT f\S FIELD 8006 DRAWN BY: It' CI 28, 200 1443 EKW CHECKED BY: WNW a u U g� L o E v 0 0. or SEAL: SHEET NUMBER: DESCRIPTION: S: \17840\40surv1.dwg LEASE SURVEY U L = I n-Uz Cf) Z Q 0 Q (n Q 0 >- 1 J QW > W W W ~ Cn ~ z X z � Wzozz U W Z � � :D��-)� Q (f) W U Q W Q WU)on- I- n X W W ct� z CL SEAL: SHEET NUMBER: DESCRIPTION: S: \17840\40surv1.dwg LEASE SURVEY