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Home My WebLink AboutZ-6572-B MapEXISTING LEASE AREA NEW LESSEE ICE BRIDGE EXISTING UTILITY LESSEE COAX RI INSIDE OF EXIST MONOPOLE VIA EXISTING PORT EXISTING TOWER FOUNDATION EXISTING 180' M LAT: 34' 40' 43. LON: -92' 24' ELEV. 297.82' AI EXISTING ICE BRI EXISTING EOUIPM DETAILED SITE LAYOUT PLAN SCALE: 1/4" = 1'-0" .E Z ON 10' Z PAD EE 4' X ATOR A 'HAIN LINK ) FENCE VOODEN ) FENCE VERIZON WIRELESS TENNESSEE Pr 4RTNERSHIP C W E S 500 WEST DOVE ROAD SOUTHLAKE.TX76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: SEW CHECKED BY. JOH APPROVED BY: MDB APPr'O , _}.._... ��r�tilrrI^y Ai`.'' Y i1G11'� OV—'M ill I L—.I-L.,r J Uo a116 PERMIT. Z ARKANSAS PFz�r;= S;CrIJAi F No. 11926 . THIS PLAN IS BASED ON A SURVEY BY HOPE ENGINEERING, INC. DATED 07/08/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDRIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROFESSIONAL ENGINEER No: (NOT VALID WITHOUT SIGNATURE & SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 CRYSTAL VALLEY AR 165783 LITTLE ROCK BTA srrE ADDRESS 8200-D FLINT RIDGE ROAD LITTLE ROCK, AR 72210 SHEET TRE SITE LAYOUT PLAN SHEET NUMBER 01 EXISTING LEASE AREA NEW LESSEE ICE BRIDGE EXISTING UTILITY LESSEE COAX RI INSIDE OF EXIST MONOPOLE VIA EXISTING PORT EXISTING TOWER FOUNDATION EXISTING 180' M LAT: 34' 40' 43 LON: —92' 24' ; ELEV-. 297.82' A EXISTING ICE BR EXISTING EOUIPN DETAILED SITE LAYOUT PLAN SCALE: 1/4" = 1'-0" :E ON 10' PAD :E 4' X ATOR A :HAIN LINK I FENCE VOODEN ) FENCE f C m W E S VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: SEW CHECKED BY: JOH APPROVED BY: MDB ARKANSAS AS Pi10�F.SIO tT/sL 14. ** NO. 11426 A THIS PLAN IS BASED ON A SURVEY BY HOPE ENGINEERING, INC. DATED 07/08/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER No: (NOT VALID WITHOUT SIGNATURE & S£AL1 INC ERCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 CRYSTAL VALLEY AR 165783 LITTLE ROCK BTA Srr2 ADDRESS 8200-D FLINT RIDGE ROAD LITTLE ROCK, AR 72210 SHEEITTR.E SITE LAYOUT PLAN SHEET NUMBER of N Ni N90'0000'W 50. 18=150.75- P.O.B. OF NEW EASEh1ENTFW INGRESSEGRESS AND ACCESS 70'001` 50-oun i3'47NV50.00-(h6} g----_- RADIUS=7000' F POINT ON LINE CHORD=N7n228'E ! NW4613'W NO2°0722'E 157.98 FROM g7.W(P) 12lL--- THE P.O.O. ss�� GL. EM DRNE 6 NEWENT N61'38'03'VI/ 31.51 (P) S8126'33'W N87°35'009N 4.10' (P) POINT � EXISTING EASQuIENT FOR J INGRESSIEGRESSMILITY P.O.C. SE CORNER SW 1/4 NW 114 SECTION 33, T -1-N, R-1 3-W FOUND #4 REBAR W/ CAP 568 NO2'0213'E 37.49 (P) fit. `Y CALL BEFORE YOU DIG $, � 1 -aqG-48.7-5993 'ARKANSAS ONE CALL' FOUND 12' REBAR— SCALE VALID ON 24x36 ONLY UTH LINE SE/4 NW/4 SEC 33 TOP LIGHTNING ROD TOP OF ANTENNA 183.5' 181.5 C.L. OF ANTENNA 1179S TOP OF TOWER BOTTOM OF ANTENNA 178.(Y 177.5' C.L. OF ANTENNA T 1490' EXISTING �� TOWER � 2 �� LCffi3 A - cmw�d P— 11ssrsFBP-Cm 6' CHAIN LINK FENCE 567'2023'E FOUND #4 REBAR W/ 3 STRAND BARB SET #5 REBAR u - r s • Doves 297.82 W/CAP M •� W1 CAP #1028 NORTH STAKE X x EXISTING EXISTING UTILITY j I f CURB LINE 5 EQUIPMENT . r ` .. �� L10 EXISTING GROUND g WOOD FENCE TEST WELL (fYP) J POINT OF BEGINNING FOR v '�P B H EXISTING 190' MONOPOLE J NEW INGRESS/EGRESS AND ACCESS EASEMENT o ��5 BENCHMARK: "X' IN THE ` " CORNER OF EXISTING NORTH ANCHOR BOLT I (SE �& 298.80' r l TOWER SITE LEASE AREA) , EXISTING EQUIPMENTCD n� 5,71 f EXISTING TOWER— FOUNDATION PAD EXISTING LEASE AREA CHISELED W IN CONCRETE PAD I I 4 P.O.B. FOUND #4 REBAR I I I W1 CAP f N19"49 WE50.DffE .00(P) N89'48'19'E 50.00'(M)l</ I! N Ni N90'0000'W 50. 18=150.75- P.O.B. OF NEW EASEh1ENTFW INGRESSEGRESS AND ACCESS 70'001` 50-oun i3'47NV50.00-(h6} g----_- RADIUS=7000' F POINT ON LINE CHORD=N7n228'E ! NW4613'W NO2°0722'E 157.98 FROM g7.W(P) 12lL--- THE P.O.O. ss�� GL. EM DRNE 6 NEWENT N61'38'03'VI/ 31.51 (P) S8126'33'W N87°35'009N 4.10' (P) POINT � EXISTING EASQuIENT FOR J INGRESSIEGRESSMILITY P.O.C. SE CORNER SW 1/4 NW 114 SECTION 33, T -1-N, R-1 3-W FOUND #4 REBAR W/ CAP 568 NO2'0213'E 37.49 (P) fit. `Y CALL BEFORE YOU DIG $, � 1 -aqG-48.7-5993 'ARKANSAS ONE CALL' FOUND 12' REBAR— SCALE VALID ON 24x36 ONLY UTH LINE SE/4 NW/4 SEC 33 TOP LIGHTNING ROD TOP OF ANTENNA 183.5' 181.5 C.L. OF ANTENNA 1179S TOP OF TOWER BOTTOM OF ANTENNA 178.(Y 177.5' C.L. OF ANTENNA T 1490' EXISTING �� TOWER � 2 �� LCffi3 A - cmw�d P— 11ssrsFBP-Cm SM ft FBP- Cm GRADE LEVEL u - r s • Doves 297.82 M •� SITE COOFi�INATES: DOM* NAD -83 CEN OF E)99 NC TOWER 34.404a6S NORTH U1MM 0224'35.71' WEST LONG MJ E 297A 2 P;OLm N(ND 1920 rg1[$r�+rF77t1AT TE IATrRaEla'aarl[>; AtD13LvurGr� 6�CMTr �pp'r Irr AE11F'LAA"Er Vg�.mnN 71159�4}f419Y AEOneT[FMC n NT AKrMC 81P6�'B0�/HG THTTIYr6M4+V�YRIIN TE F�1AWr1G -FLUS CR UNA 15 FE6: VEM -L-SO GR,Mara15i$T; VGn[YL- 0.l6 OR AQiB 3 igT Bj K �156�6, hared cosalzdh Ihtelauds Oro-�4g1 correctly doods u• PM awrrvs.y� oemplied ander oy svpanWon. NOTK Tt7is lscrv95'...� p6I based on t6oescrodorts and 66e work hanGhed Try 1>E11'Srid doD6 rxNfOpresrd7l a too eemch- } No porton of the property descnbed hereon lies within the 100 year flood plane, according to the Flood Insurance Rate A+E3p, panel # 050,010091 r ,Dated: �o/ts/tbor r 322 North Market Street, HOPEpPHH.. (017315-0766ansas 72015 ENGINEERS FAX(01)31"700 www.hopeon rs.corn FmuSEAmmERTOF: I VERIZON WIRELESS $um -y RAT CF. CRYSTAL YAIt[y 6700 ruw am mm LMILC ROM AR 77710 OArr: 7'�2xr�no; c.A.G. Br: osatP DF,vAr1c N9.56i 9�y o►oa raar- 04-0549 wwl,see Llr�N1rA1 S F ASNOTED N90000'00"E 50.00'(P) N89048'1 9"E 50.00'(M) N 00000'00"E 50.00'(P) I E::j rj 00°00'00"E 50.00'(P) N 00°13'48"E 49.83'(M) S0,0-1 347"W 50.00'(M) 34.29`.. 2'96'(p) N89046'1 3"W 34.29',(M _ C.L. EXIE _�'� N90°00'00"W 50.0OF�(P) - � ` _.� � � NEW EA N89°4613"W 50.130' 8 sn � � C) S 9 I °O In P.O.B. OF NEW EASEMENT'FOR' INGRESS/EGRESS AND ACCESS v� EXISTING EASEMENT 61>, I! � a N61 °38'03"W 31.51'(P) S81 °26'33"W 4.10' (P) POINT OF BEGINNING: EXISTING EASEMENT FOR INGRESS/EGRESS/UTILITY P.O.C. SE CORNER SW 1/4 NW 1/4 SECTION 33, T -1-N, R-1 3-W FOUND #4 REBAR W/ CAP 568 OVERHEA ELECTTP _ . POINT ON LINE NO200732"E 157.98' FROM THE P.O.C. ]NO DRIVE & =MENT LO N� �-m Li T E '381026'35"W 22.03'(P) NO200213"E 37.48'(P) RADIUS=70.00' CHORD=N79°02'28"E 67.88'(P) IUS=50. OD=S79°0'g 48.48'(P) *,( II'III IIII RADIUS -70 00'\,Q, CHORD=S57°11'435.672'(P� N7y°57 fly i I + A 7`3 5B(pj EM s r� RADIUS=50.0 ' i . CHORD=N57° 143" !�` i °O 25.4 '(P) 00 All Xt,1 p, ¢I �� z l 9 r 2- SCALE VALID ON 2 6 ONLY F �% A - C—Q�d 0� o-SanR3Pft Cm p - Sa /S fib/.Chm (D) - Deeded F1 - FRS / SkT� C�aFiOINAT"�S_ OAn At N4043 CENTER OF BOOM TOWER 34'4vlUir NOM LATIRAE 922436.71• WEST LONd1UOE 297A2tOROUMN VD1929 R1¢�f[kRrFTro.vim+wFfiL�.npsn�umu°E'^'•mrs w�elvAra�c FOLLO so1+e1�R .ten 'rrrcnrL�rPewapgweN�oa7ifa fir FECa NAMF.QS f1�61M'iCS"MWffAL- FLUB OR W" 15 FEEC. SUPR9RI�lot1MGTK,i TRE 9✓'r irEl KrT/E YHf IIfIi- 0.1JG OR FfdB 9 F&T. Al Nal'3EE- 1f�r+dy uoPd 1h n,411 ` I=1" 1; Blum ��i'tr=. rL Np7E: ira scway eras t>�sed 9n Legal+ and mr9 V4txk 11rrRfdfRad ay onx�s arRa edea nd rEmr�erR1 a ane saeva�. No parlion of the property described tvaM Iles within stere 100 year hood plana, a000rding loth* Flood IMWanW Rate Map. panel N 9501a19ai1 c , Daled:!211e401 HOPE 322 Nrth ,Akanm S1r S l. ecnenn, Arkan><a>t 72915 PH. (501i31S-0706 ENGINEERS FAX(501)315-0700 i w .hopeengfineers.cuR1R Fpn 41$EMO eENnT OF i VERIZON WIRELESS SURVEY RAT OF: CRYSTAL VALLEY 82M ruNT UnU[ N=. AR 722210 I T/22/2404 °A0 Eff RR�P.F} [lMW"5 PalheaL ar:n/a.s daaZ9r 04-0549 I wX&K.YJ{4r $CAE Ai HQIE" _. r_ . LANDLORD'S DESCRIPTION: EXISTING TOWER SITE (BASED ON RECORD DESCRIPTION IN PULASKI COUNTY DOCUMENT 2001-045953): ALL THAT PART OF THE SW 1/4 NW 114, SECTION 33, T -1-N, R -13-W, PULASKI COUNTY ARKANSAS. THE HEREAFTER BEARING SYSTEM USED IN THOS LEGAL DESCRIPTION IS BASED ON THE NORTH AMERICAN DATUM OF 14183 (NAD -63) SAID NORTH, NORTH ZONE, MORE PARTICULARLY DESCAIBED AS FOLLOWS; COMME=NG AT THE SE CORNEA OF SAID SW 114 NW IM, SECTION 33, THENCE NORTH Oil DEGREES 02 MINUTES 13 SECONDS FAST ALONG THE EAST LWE THEREOF 37-46 FEET TOA POINT: THENCE SOUTH 61 DEGREES 26 MINUTES 33 SECONDS WEST 4.10 FEET TO A POINT; THENCE NORTH 61 DEGREES 38 MINUTES 03 SECONDS WEST 31.51 FEET TO A POINT; THENCE NORTH 37 DEGREES 19 MINUTES 27 SECONDS WEST 61.74 FEET TO A POINT; THE NGE NORTH 50 DEGREES 28 MINUTES 35 SECOND" WEST 89A(1 FEET TO A POINT: THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 34-29 FEET TO THE POINT OF BEG NNNG. SAID POWT BEING THE SW CORNER OF THE DOISTTNG LEASE ARF1A THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 50-00 FEET TO THE NW CORNER OF SAO LEASE AREUI;THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST SOHO FEET TO THE NE CORNER OF SAID LEASE AREA; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 50 00 FEET TO THE SE CORNER OF SAID LEASE AREA; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 50-00 FEET TO THE POINT OF BEGINNING, CONTAINING 2,500 SQUARE FEET, 0 0574 ACRES OF LAND, MORE OR LESS EXISTING 20.0 INGRESS / EGRESS / UTILITY EASEMENT ( ALSO BASED ON RECORD DESCRIPTION IN PULASKI COUNTY DOCUMENT 2001-045963): ALL THAT PART OF THE SW 117 NW 114. AND THE SE 114 NW V, SECTION 33, T -1-N, R -13-W, RRA 4 COUNTY IWIWNSA,%THE HEREAFTER BEARNG SYSTEM USED N PHLS LEGAL. DESCRIPTION IS BASED ON THE NORTH AMEFOCAN DATUM OF 1983 (NA04P GRID NORTH, NORTt4 ZONE, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SE CORNER OF SAID SW 1/4 NW 1/4, SECTION 33, THENCE NORTH 02 DEGREES 02 MINUTES 13 SECONDS EAST ALONG THE EAST LINE THEREOF 37.48 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 81 DEGREES 26 MINUTES 33 SECONDS WEST 4.10 FEET TO A POINT; THENCE NORTH 61 DEGREES 38 MINUTES 03 SECONDS WEST 31.51 FEETTO A POINT; THENCE NORTH 37 DEGREES 19 MINUTES 27 SECONDS WEST 61.74 FEET TO A POINT; THENCE NORTH 50 DEGREES 28 MINUTES 35 SECONDS - WES'T 59 00 FEET TO A POINT ON THE SOUTH LINE OF THE DOISFING LEASE AREA: 7H7 'E ALONG SAID SOUTH UNE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 15.71 FEET TO THESE CORNER OF SAID EJOSTTNG LEASE ASEN THENCE ALONGTHE EAST LINE OF SA)D LEASE AREA NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST 12.96 FEET TO A POW. THENCE SOUTH 50 DEGREES 28 MINUTES 35 SECONDS EAST, LEAVING LEASE AREA 87.43 FEET TO A POW., THENCE SOUTH 97 DEGREES 19 MNAITES 27 SECONDS EAST 59.74 FEET TO A PONT: THENCE SOUTH fit DEGREES 38 MINUTES 03 SECONDS FAST 20.53 FEET TO A PoWr-. THENCE NORTH M DEGREES 26 MINUTES 35 SECONDS EAST 13.83 FEET TO A PONT; THENCE NORTH 50 DEGREES 02 MINUTES 20 SECONDS EAST 97.96 FEET 70 A CURVE TO THE RIGHT. THENCE ALONG SATO CURVE HAVING A RADIUS OF 70.00 FEET AND A CHORD OF NORTH 79 DEGREES 02 MINUTES 28 SECONDS EAST 67.88 FEET; THENCE SOUTH 71 DEGREES 57 MMfrES 25 SECONDS EAST 7366 FEET TO ACURVE TO THE RIGHT, THENCE ALONG SAID CURVE HAVING ARADIUS OF 70ODFEET AND A CHORD OF SOUTH 67 DEGREES 11 MINUTES 43 SECONDS EAST 35.672 FEET: THENCE SOUTH 42 DEGREES 26 MINUTES c0 SECONDS EAST 5253 FEET TOAPOINT ON'f E NORTH T1KW-OF-WAY UNE OF FLINT RIDGE ROAD; THENCE ALONG SAID ROAD RGHT-0F-WAY WEE, (ALSO BEING THE BOLRNDARY UNE FOR N rOWATE 430, AS SHIN ON FEDERAL AID PROJECT i F43D-2(74)130 SHEET NUMBER 4 OF 0); SOUTH 47 DEGREES 34 MINUTES 01 SECONDS WEST 20.00 FEET TO APOINT: THENCE NORTH 42 SES 26 MINUTES 00 SEAS WEST LEAVING.SANO ROAD 5253 FEET TO A CURVE TD THE LEFT, THENCE ALONG SAID CURVE WAVING A RADIUS OF 50.00 FEET AND A CHORD OF NORTH 57 DEGREES 11 MINUTES 43 SECONDS WEST 25.48 FEET; THENCE NORM 71 DEGREES 57 MINUTES 25 SECONDS WEST 73.56 FEET TO A CURVE TO THE LEFT; THENCE ALONG SAID CURVE HAVING A RADIUS OF 50,00 FEET AND A CHORD OF SOUTH 79 DEGREES 02 MINUTES 28 SECONDS WEST 48.48 FEET; THENCE SOUTH 50 DEGREES 02 MINUTES 20 SECONDS WEST 103.58 FEET TO A POINT; THENCE SOUTH 81 DEGREES 26 MINUTES 35 SECONDS WEST 22.03 FEET TO THE POINT OF BEGINNING, CONTAINING 10,168 SQUARE FEET, 0.2334 ACRES OF LAND, MORE OR LESS. GENERAL NOTES 1. ALL UNDERGROUND UTa-IBES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTV Y UNE WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN. 2. THIS SURVEY SHALL NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY OF THE PARENT TRACT. 3. BASIS FOR BEAR W5a- THIS DRAWING IS ROTATED TO ASTRONOMIC NORTH AS DETIEVAZI O BY G P.S. OBSERVATIONS AND OFFERS FROM THE PARENT TRACT RECORD DESCFLIP'TIO NSAS SHOWN. 4. WE RENEWED THE RESULTS OF THE CERTIFICATE OF TITLE EXAMINATION PREPARED BY ROBERT L BROWN FOR VEFITZCN WIRELESS. NOTED AS LT&E FILE 404T091, DATED JULY 22, 2004. THE FOLLOWING PULASKI COUNTY DOCUMENTS FROM THAT CERTIFICATE WERE PROVIDED. - 2002-174658 - PLAT BOOK G. PAGE 474, - 98-109584, _2000-025435, 2001 X58, -2001-045963. - 2001-076072, -98-019590. - 2003-025644, AND -90,56176. MAPPABLE ELEMENTS FROM THESE DOCUMENTS ARE SHOWN ON THIS DRAWING. SITE DESCRIPTION: EAST (4'x10)TRACT (AS SURVEYED): PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW/4 NW/4) OF SECTION 33 IN TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE CIN OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SW/4 NW/4 OF SECTION 33, A FOUND 12 REBAR AND CAP; THENCE, ALONG THE EAST UNE OF THE SW/4 NW/4, N0210737E 157.98'; THENCE LEAVING THE EAST UNE N89°46'1TW 126.71 TO THE SOUTHEAST CORNER OF THE EXISTING TOWER SITE AS DESCRIBEO IN PULAM QOUNTY DOCUMENT 2001-045953 (THE PARENT TRACT; 1104CE ALONG THE EAST LINE OF THE PARENT TRACT NOVI3'47845.09;THENCE LERVWG THE EAST LINE SB8'S6177'W 3.70 TO THE EAST TRACT POINT OF tEGWN)MG. A SET 518' REBAR AND CAP; THENCE SOf'0353'E 10.09 TO A SET 5B' FIEB.4R AND CAP, THENCE SBWW07W 4-00 TO A SET 519' REBAR AND CAP; THENCE N01VY53'W 10.00 TO A SET 50 REBAR AND CAP: THENCE NNBB'W07* 4.00 TO THE PW OF BE61NNING, ENCLOSING 40 SQUARE FEET. OR 0.001 ACRES. AND WEST MI4,tMTRACT (AS SURVEYED): PART OF THE SOUTHYPEST QUARTER OF THE NORTHWEST QUARTER (SW/4 NW/4) OF SECTION 33 IN TOWNSHIP 1 NORTH, RANGE 13 WEST. IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAND SW/4 NW14 OF SECTION 33, A FOUND 12• REEAR AND CAF, THENCE, ALONG THE EAST LINE OF THE SW/4 NW4. NO2'0732E 157-W( THENCE LEAVING THE FAST LINENW46'13'W 126.71, TO THE SOUTHEAST CORNER OF THE EXISTING TOWER SITE AS DESCRIBED IN PULASIO COUNTY DOCUMENT 2001-045963 {ERIE PARENT TRACT); THENCE ALONG THE FAST LINE OF THE PARENT TRACT N00'1 3'47 -E 46.09; THENCE LEAVING THE EAST LINE SW56107-W 11.6$. PASSING AT 3.70 AND 7.70 SET SIB' REBARS AND CAPS, TO A POINT. THENCE S00'SB38'E 2.$j, To THE WEST TRACT POINT OF BEGINNING, A SET 510' RMAR AND CAP; THENCE CONDNUNG $00`5838£ 6.00 TO A SET S& REBAR AND CAP, THENCE SM I2rW 14.0TTOA SET SIO' REBAR AND CO: THENCE N00'59WW 6.00 TO A SET 518' SEW AND CAP; THENCE Na9"0122E 14.6T TO THE POINT OF BEGINNING, ENCLOSING 88 SQUARE FEET, OR 0-002 ACRES ALSO NEW 20 EASEMENT (AS SURVEYED). AN EASEAIENT, 201N WIDTH, ACROSS PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW/4 NW/4) AND PART OF THE SOUTHEAST QUARTE; OF THE NORTHWEST QUARTER OF SECTION 33 IN TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, SAID 20 EASEMENT BEING 10 ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEAST CORNER OF THE SAD SW/4 NW/4 OF SECTION 33, A FOUND 12 REBAR AND CPP; THENCE, ALONG THE EAST LINE OF THE SW/4 NWA, NO2'OnZE 157.98; THENCE LEAVING THE EAST LINE NW4813'W 126.71' TO THE EASEMENT POINT OF BEGINNING AT THE SOUTHEAST CORNER OF THE DUSTING TOWER SITE AS DESCRIBED IN PULASKI COUNTY DOCUMENT 2001-045983; THENCE ALONG AN COSMNO DRIVE FOR ALINE WAKED BY THE FOLLOWING COURSES, SO51S ROAR AND CAP S52'T82TE 18-89: THENCE NBO'51'47E 44.1E THENCE S42"U3341E 137 -BT. THUM N48'3752E 123.09; THENCE 582"37'44£ 96.31; THENCE S44p5-I9'E 71.13; THENCE S45 AWE 25AXY TO THE EASEMENT POINT OF TERMINATION ATTHE NORDERLY LINE OF FLINT RIDGE ROAD THE SIDE LINES OF THOS EASEMENT ARE INTENDED TO EXTEND TO AND TERMINATE AT THE SOUTH AND EAST LINES OF THE ABOVE -NOTED TOWER TRACT ON THE NORTH, AND AT THE NORTHERLY UNE OF FLINT RIDGE ROAD ON THE SOUTH. ALSO. AN EASEMENT FOR REASONIABIE ACCESS. INGRESS AND EGRESS AND UTTUTY SERVICES ACROSS THE ABOVE-NOTEDTOWER SITE LOCATED W THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECWN 33. TOY04WO 1 NORTH, RANGE 13 WEST. IN THE CITY OF LITTLE ROCK PIHASK[ COUNTY. ARKANSAS, 4, AS DIESIDWO IN PULA IQ COUNTY DOCUMENT P001 -045M, TO PROVIDE FOR THE PASSAGE OF VEHICLES, PEDESTRANSS AND UTILITIES BETWEEN THE ABOVE-DESC 131 40 AND 88 SOUARE FOOT PARCELS ANO THE ABOVE-DESCRIBED 20 EASEMENT AM THE DUST11W W E45EMENTALSO DESCRIBED IN PLILASKI COUNTY OOCUMEM 2001-045963. THIS EASEMENT BEING SUBJECT TO THE EXISTING IMPROVEMENTS ON THE TOWER SITE. SCALE VALID ON 24x36 ONLY VlCitil ^YMAP: SEEE.DIRECTIONS W71W NA7}6T cem OF D3ST9I13 TOWER 31'4043.70' NGR01 LF111IR]E 922430.71' WEST LANGOIAE 29'7.02 P:KXN'E71 MVD 1929 ffq®v[5+1FT )NAT T!µmLj0F I0WIM :F.ANDUA Tim 17VA+n1Q�N /n!L'10rA9JHE�TEWL1nAWCN TAA WOLNM Err WOR a ammWom TFr OEM s11'TF+/8 me TMA' Tc WE OM wr1.,In[ FO1LOWNGF.O.O.1-MMU WJLES NOFIZONTAL- RLS ON I,OR616 FEET, V61R-.,-ILLS CRL 3FET. NOTE: 1,ITIRAE NGLarG vx ITE 0'1 fm Kam N16FJt[ WAW Cr 1LEToto a4 MIVAT*7 AAE RKfDaN TE kATVUL0E00 VFKXX pAT1AAOr$M 6K" 1929) NOTE: This survey was based on legal descriptions and title work fumished by ottlers and does not repress r4 a title search. No portion Of She property described hereon Has within Ute IUD year flood plane. nocording t0 UTB Flood Insurar1CC Rate Map, panel osomont F , Dated: 10/19/tool 322 North Market Street Arkansas HOPE PH(601)315-070672016 ENGINEERS FAX (Sa1)315-0700 www.hopeen9LnLm.carn FOR 110E AA09EW9 OF VERIZON WIRELESS ";X R.Ai or, CRYSTAL VALLEY 6200 FL01T ARM RIND LE�f UTTLE RM, AN 72210 e - cwva Pte+ • _ L e O S.ffi C. DATE 7/22/2004 CAO. gY- dAP pµYx+ftt1A![a R=_vsEO 04-0549 CM' S OTEDm p1-I•�be 500 I DIN 113W 10133142 60 1 BE LINE TABLE LINE LENGTH BEARING L7 46.09 N00'13'47'E L2 3.70 S88'5E07'W L3 10.00 S01'03'53'E L4 4.00 S88'5607'W L5 10.00 N01°0353'W L6 4.00 N885607E L7 11.69 S88'5607'W L8 2.51 S00'5838'E L9 6.00 S00'5838'E L10 14.67 S89'0122'W L11 6.00 N00'58'38'W L12 14.67 N89'0122E L24 18.89 552'1823'E L25 44.16 N80"51'47'E L26 137.82 S42 -0334-E L27 123.09 N48'3752'E L28 98.31 7'44'E L29 71.13 �SM0629ffE 130 25.03 1'56'E VlCitil ^YMAP: SEEE.DIRECTIONS W71W NA7}6T cem OF D3ST9I13 TOWER 31'4043.70' NGR01 LF111IR]E 922430.71' WEST LANGOIAE 29'7.02 P:KXN'E71 MVD 1929 ffq®v[5+1FT )NAT T!µmLj0F I0WIM :F.ANDUA Tim 17VA+n1Q�N /n!L'10rA9JHE�TEWL1nAWCN TAA WOLNM Err WOR a ammWom TFr OEM s11'TF+/8 me TMA' Tc WE OM wr1.,In[ FO1LOWNGF.O.O.1-MMU WJLES NOFIZONTAL- RLS ON I,OR616 FEET, V61R-.,-ILLS CRL 3FET. NOTE: 1,ITIRAE NGLarG vx ITE 0'1 fm Kam N16FJt[ WAW Cr 1LEToto a4 MIVAT*7 AAE RKfDaN TE kATVUL0E00 VFKXX pAT1AAOr$M 6K" 1929) NOTE: This survey was based on legal descriptions and title work fumished by ottlers and does not repress r4 a title search. No portion Of She property described hereon Has within Ute IUD year flood plane. nocording t0 UTB Flood Insurar1CC Rate Map, panel osomont F , Dated: 10/19/tool 322 North Market Street Arkansas HOPE PH(601)315-070672016 ENGINEERS FAX (Sa1)315-0700 www.hopeen9LnLm.carn FOR 110E AA09EW9 OF VERIZON WIRELESS ";X R.Ai or, CRYSTAL VALLEY 6200 FL01T ARM RIND LE�f UTTLE RM, AN 72210 e - cwva Pte+ • _ L e O S.ffi C. DATE 7/22/2004 CAO. gY- dAP pµYx+ftt1A![a R=_vsEO 04-0549 CM' S OTEDm p1-I•�be 500 I DIN 113W 10133142 60 1 BE