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Home My WebLink AboutZ-6043-B MapB. EkliSTWG ).O.S. ADDITIONAL CALL 11 LEASE AREA BEFORE YOU DIG ...... 1-0O048243998 'ARKANSAS ONE CALL' l� 81st STREET/ COOPERg17VE Wqy L37 EXISTING of 1 _________ �, f -------- -- - -^-.-- C PC I - - EXISTING FENCE - - , M I �I EXISTING EQUIPMENTs I I EXISTING 4CEJ I I EXIST G 25540' SiTTE- I I LEASEAAE (2003-019313) I I 1 L.�snNG rl-FR I I I I I I f � 1 I 1 I 659.D9(M)-------- - ------ -` \ L f 9ARW1RIP �L ii -L: iiNER50FFiEYYi_I.1 a ; L_L__L-___ � LLLLL�' J I Ll - AL1 1a' d• E 46' SITE C�aFz1t]I1VATt=_ DATUM: NAD433 CENTER OF EXISTING TOWER34'4030.69' NORTH LATITUDE 82°1910.80' WEST LONGITUDE 307.10 (GROINJD) NGVD 1829 INFA3ya"F-YTOVyanON1A&HESaTKP,TTWLATMX E. LOHGff3AE.AND 0MAT019SHMIN 1f NI viDETumililm FROM ANACNAL511RVPr' PERFORMED ON THE GROUND BY LIE OR BY OTHERS UNDER My DIRECT SUPEFMSION AND THAT THE SAME ARE WITHIN THE FOLLOWING F.C.C.'1 •A' TOLERANCES: HOR !ONTAL- PLUS OR MINUS 15 FEET; VERTICAL- PLUS OR MINUS 3 FELT. NOT£ LARTUDEAND LONGRUDE ARE BASED ON THE NORTH AMERICAN DATUM OF 19K3(NADa31. ELEVATIONS ARE: BASED ON THE NATIONAL GEODETIC VERTIDAL DATUM OF 1929 (NGVD 1929). NOTE Thm suvey was based on legal desmpbons and title work tum Gi by others end does not represem a title searrtL I ✓�-�� t' -.rryr. 011 WC;F f'e 1.3 fL Ai 4 1 \ N 1 r �'L7d/EJ '' _ 1 :'i R.T �1-i• \ Y Po 1,111-1 I L I:l9E \ P.08. Q+YL31ilN4LT1 \ RaRE64SFA m 34u4Y _ f _ L32 - "T - z _ `f7 NORTH LINE NE/4 SW/4 SECTION 32 - 30' EASEMENT EDGEOF --- _____ _ PAVEMENT '-----30'EASEMENT �1----------_.__-- IR:::: EfLfENr'OL�Cl1NEHT -----,•=`LZr y ------Lam,---- ii NOTE: SCALE VALID ON 24"x36" ONLY EDGE OF PAVEMENT J _ - LINE TABLE nnrey randy Unl a- ii;w o-- iY dii-sr MYC0.'r'P]cl �ndcr Rry UNE BFARIING NOTE: This s rVey was based on legal descdp0ore and this work huriehad bY 0i LENGTH Ono does nor Iaprasnll o Rda seam L70 9549411 mm IR) LllSSB 2fi+5'E CHORD LENGTH= som IRl L12 55c`721i'E 1685 64 L13 S57'22401E CHORD LENI 4885 IRI L14 NDS'42'07£ 0 _.-.are -- 4 -So r56BIRn � L'��5 RW�� C-- -nseeisn 76,41 6O L15 566°17'071= 3088 IRI LIS 5681713T'E 25.00 IR) LIT So3`4207W 3080 N Lis N@n70rn 25.00 (R) Lis I'WA?pTE 313L60 1R3 L20 5xawE 51111 (R) 131 5671050E S8840 L22 osW 33.76 IR3 L23 51114120E CHORD LENGTH= 331.40 lNl L24 53445501E CHORD LENGTH= 277.77 (R) L25 5475150E CHORD LENGTH= 11237 IN) 176 S�w11sN D1IDRDLENGTH= 16369 111 97 7V 43676 IN) L Nr1'osW CHORD LENGTH= 2 4297 (N) to RPVM IBM t i L30 N87`1734W CHORD LENGTH= all lT0 471 y)00 -)6E 2667 IN 1.12 SMW47W 6.41 IM) 333 66E17141: 144.80 IN1 L44 SWI7141F 2486 (M) Tyr yy BSO IM) L96 FI68'3714W 1984 1.174 L77 S'03139'i8'L'7 3A7 IMT L38 N682v32Y7 582 (M) F7 1181 IRI L40 NOT420TE 6.79 IR) L41 S88V697E 31.013 IN L42sar42WYN 8.89 IRI L43 2580 (R) L44 503"i 532 L45 N1617om 8110 IN L46 NOT420n 532 1.N) L47 NO3'i267E 6953 IN) L48 5871707E 30.00 01 1-44 SV42urENV3 50.71 IRI L50 57336587: 140.71 (R) 1.51 SBS M'44E 78682 IKI L52 0175913TE 259M Li CURVE FND61578487 ARC LENGTH= 34.43 lRl L54 S75"31371Y 28178 L55 N65°2444YN 9136.75 (R) L55 N7d38'5VW 14380 (R) L57 N613aww 2586.52 (Nl Vc6 N033D17E 43 243.525%`11 (R1 1.59 5%`1139oo (Nl LSD SIXi'30'17W 231.65 IA Lfi1 Sfi0141MIE. 100.42 (N) Lfi2 SIX74211w 6024 IRI L63 H57'2p48W CHORD LENGTH= 4811.5 IR) L64 N54.1211w 1685 tAl Lb4 N59'Li45W CHORD IENGTH= 6911 IN Las AX73IFAT'E 2666 (R1. EDGEOF --- _____ _ PAVEMENT '-----30'EASEMENT �1----------_.__-- IR:::: EfLfENr'OL�Cl1NEHT -----,•=`LZr y ------Lam,---- ii NOTE: SCALE VALID ON 24"x36" ONLY EDGE OF PAVEMENT J _ - BY .1-, mr srW @May rv.l DOU141- C. ffMMb iYsr. P'S No. L=. nnrey randy Unl a- ii;w o-- iY dii-sr MYC0.'r'P]cl �ndcr Rry superVewrl. NOTE: This s rVey was based on legal descdp0ore and this work huriehad bY 0i Ono does nor Iaprasnll o Rda seam No pores M Ine pMpgq' daecsosa K"1._ Bas wk in the 100 Yale III Plena. AWMOMDto pIa FOI Blsu'n+rr Rem li s versa r 3aI.�- . Lae: +1 t Donlon, Aricansao 72015 H ❑ PE 322 North rcaniz 1 '1 015 - PH- (501)315-0766 s E [U O I INT E E 1416 FAX (501) 315-0706 Wwrr.hopee nginee rn.cpm FOR USE ANO BENEFIT OR { VERIZON WIRELESS SURVEY PLATO CLOVERDALE AR ' r 8126 SCOTT HANLLTON DR. LITTLE NOCK. ARKANSAS 0 _.-.are -- 4 -So r56BIRn � L'��5 RW�� C-- -nseeisn DATE' 5/3/04 CA -D. Br: J G M DRMVWC IAMBI 04-0632 ' REVISEu � �$ N� I 500 I 01N I12W 0 32 310 60 •1386 LANDLORD'S DESCRIPTION: LINE TABLE: L24 -L31 PARENT TRACT (BASED ON UNRECORDED MEMORANDUM OF SITE LEASE AGREEMENT PROVIDED BY CLIENT, DATED FEBRUARY 1, 2005): PART OF THE W1/2 SECTION 32, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF THE SE1/4 NW1/4 SAID SECTION 32; THENCE NORTH 00 DEGREES 36 MINUTES EAST ALONG THE WEST LINE THEREOF, 227.5 FEETTO A POINT. THENCE SOUTH 89 DEGREES 10 MINUTES 50 SECONDS EAST 659.09 FEETTO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SCOTT HAMILTION DRIVE; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A 794.87 FOOT RADIUS CURVE TO THE LEFT FOR A CHORD BEARING AND DISTANCE OF SOUTH 33 DEGREES 45 MINUTES 50 SECONDS EAST 277.77 FEET TO THE INTERSECTION OF SAID WESTERLY RIGHT-OF-WAY AND THE SOUTH LINE OF THE SEI /4 NWi /4, SECTION 32; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-ORWAY ALONG THE ARC OF A 794.87 FOOT RADIUS CURVE TO THE LEFT FOR A CHORD BEARING AND DISTANCE OF SOUTH 47 DEGREES 51 MINUTES 50 SECONDS EAST 112.37 FEET; THENCE ALONG THE ARC OF A 220.37 FOOT RADIUS CURVE TO THE RIGHT FOR A CHORD BEARING AND DISTANCE OF SOUTH 69 DEGREES 04 MINUTES 11 SECONDS WEST 163.89 FEET; THENCE NORTH 89 DEGREES 06 MINUTES WEST 436.78 FEET; THENCE ALONG THE ARC OF A 440.74 FOOT RADIUS CURVE TO THE RIGHT FOR A CHORD BEARING AND DISTANCE OF NORTH 73 DEGREES 06 MINUTES WEST 242.97 FEET: THENCE NORTH 57 DEGREES 06 MINUTES WEST 18.85 FEET; THENCE ALONG THE ARC OF A 381.97 FOOT RADIUS CURVE TO THE LEFT FOR CHORD BEARING AND DISTANCE OF NORTH 62 DEGREES 17 MINUTES 34 SECONDS WEST 69.11 FEETTO THE WEST LINE OFTHE N1/2 NEI/4 SW1/4 SECTION 32; THENCE NORTH 00 DEGREES 16 MINUTES EAST ALONG SAID WEST LINE, 26.87 FEET TO THE POINT OF BEGINNING. SITE DESCRIPTION: LINE TABLE L32-1-39 PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE/4 SW/4) OF SECTION 321N TOWNSHIP 1 NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SAID NE/4 SW/4 OF SECTION 32, A FOUND 1/2' R£SAR AND CAP; THENCE, ALONG THE ALONG THE WEST UNE OF THE NE/4 SW14, S03°UW49'W 6.41 . THENCE LEAVING THE WEST LINE, ALONG THE EXTENDED SOUTH LINE CFAN EXISTING BUILDING ON THE PARMA PROPERTY AS DESCRIBED IN PULASKI COUNTY DOCUMENT 2001-032106 (THE PARENT TRACT), S86°ITT4'E 144.90' TO THE POINT OF BEGINNING, A SET 518' REBAR AND CAP; THENCE CONTINUING SW17'14'E 24.95'TO A SET 518` REBAR AND CAP: THENCE LEAVING THE SOUTH LINE OF THE BUILDING S03°39'28'W 8.50' TO A SET 5/B' REBAR AND CAP; THENCE N86°1T14W 19.04' TO A SET 5/8' REBAR AND CAP; THENCE S03°39'28'W 3.41' TO A SET 5/8' REBAR AND CAP; THENCE N86'20'32"W 5.92' TO A SET 5/B" REBAR AND CAP; THENCE NO3'3928'E 11.91' TO THE POINT OF BEGINNING, ENCLOSING 232 SQUARE FEET, OR 0.005 ACRES. LINE TABLE: L47-1-56 ACCESS EASEMENT (BASED ON UNRECORDED MEMORANDUM OF SITE LEASE AGREEMENT PROVIDED BY CLIENT. DATED FEBRUARY 1, 2005. WE NOTED SOME TYPOGRAPHICAL ERRORS IN THE DESCRIPTION; SUGGESTED CORRECTIONS ARE SHOWN BELOW IN PARENTHESIS. ): PART OF THE NEI/4 OF THE SW 1 /4 SECTION 32 T -1-N, R -12-W PULASKI COUNTY ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NW CORNER OF THE SAID NEI 14 SW114 SECTION 32; THENCE SD3"16'47W ALONG THE WEST LINE OF THE NEI /4 SWI/4 SECTION 32, 26.BB FEET.; THENCE ALONG THE ARC OF A 381.97 FT. RADIUS CURVE TO THE RIGHT A CHORD BEARING AND DISTANCE OF S59°23'45 -E, 69.11 FT. THENCE S54°12'11'E 18.85 FT; THENCE ALONG THE ARC OF A 440.74 FT. RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF S57°22'48'E, 48.85 FT; THENCE NO3.42'07'E, BAB FT TO THE POINT OF BEGINNING; THENCE NO3'400rE, 69.53 FT TO A POINT; THENCE N86°1TO7'E, 30.00 FT TO A POINT; THENCE S03°42V7-E (W), 50.71 FT TO A POINT; THENCE S73°38'58 -E, 140.71 FT TO A POINT; THENCE S85°24'44 -E, 298.62 FT TO A POINT; THENCE N75°31'37E, 259.33 FT TO A POINT ON THE WESTERLY RIGHT OF WAY OF SCOTT HAMILTON DRIVE; THENCE ALONG SAID RIGHT OF WAY, ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 784.87 FT, AN ARC LENGTH OF 34.43 FTTO A POINT: THENCE LEAVING SAID RIGHT OF WAY, S75°31'37W, 281.26 FT TO A POINT; THENCE N85°2444W, 306.75 FT TO A POINT; THENCE N73°38'58W, 143.60 FT TO A POINT; THENCE N62°14'38W, 25.66 FT TO THE POINT OF BEGINNING CONTAINING 23633.6 SO. FT. OR 0.054 (0.543) ACRES MORE OR LESS. SUBJECT TO ANY AND ALL EASEMENTS AND RESTRICTIONS OF OR NOT OF RECORD. CALL BEFORE YOU DIG..... 1-8004B24098 'ARKANSAS ONE CALL' NOTE: SCALE VALID ON 24"x36" ONLY EXISTING LEASE AREA DESCRIPTION: UNE TABLE: LI0•L19 LEASE AREA (BASED ON UNRECORDED MEMORANDUM OF SFTE LEASE AGREEMENT PROVIDED BY CLIENT, DATED FEBRUARY 1, 2005): PART OFTHE NE1 /4 OF THE SW114 SECTION 32 T -1-N, R-1 2-W PULASKI COUNTY ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NW CORN04 OFTHE SAID NE114 SWI/4 SECTION 32; THENCE Sar 1EV47W ALONG THE WEST LINE OF THE NE114 SWI 14 SECTION 32. 26,86 FEET.: THENCE ALONG THE ARC OF A 38197 FT. RADIUS CURVE TO THE RIGHT A CHORD BEARING AND DISTANCE OF 559'2:f451E, 69.11 FT. THENCE SWI 2'11"E 18.85 FT; THENCE ALONG THE ARC OF A 440.74 FT. RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF S57°22.48T- 48-85 FT; THENCE N03142'07'E, 78.41 FT; THENCE S86'17'07'E, 30 -DO FT TO THE POINT OF BEGINNING; THENCE CONTINUE S88'1 TOTE, FS -O FT. THENCE W342'07'W. 30.0 FT.: THENCE Nag, ITO- W, 26.0 FT: THENCE N031420TE, 30.0 FT. TO THE POINT OF BEGINNING CONTAINING 750 SQUARE FEET OR .0172 ACRES MORE OR LESS, LINE TABLE: L4D-L46 ADDITIONAL LEASE AREA (BASED ON UNRECORDED MEMORANDUM OF SITE LEASE AGREEMENT PROVIDED BY CLIENT, DATED FEBRUARY 1.2005): PARTOFTHE NE114 OFTHE SW7/4 SECTION 32T -1-J, R -12-W PULASKI COUNTY ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT AN IRON PIN FOR THE NW CORNER OF THE SAID NE114 SW714 SECTION 32: THENCE S03'16'47W ALONG THE WEST LINE OFTHE NEIM SW114 SECTION 32. 26.88 FEET.: THENCE ALONG THE ARC OF A 381.97 FT- RADIUS CURVE TO THE RIGHT A CHORD BEARING AND DISTANCE OF S591W45'E, 69.11 FT- THENCE S54'12'11'E IIl 85 FT; THENCE ALONG THE ARC OF A 440.74 FT. RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING AND DISTANCE OF 55T2748'E, 48.65 FT; THENCE NO3'42'07'E, 78.41 FT; THENCE S86 17'07'E, 240 FTTO THE POINT OF BEGINNING; THENCE NO3'47D7'E, 6.79 FT TO THE FACE OF AN E� MTING METAL BUILDING; THENCE ALONG SAID BUILDING S86'OB'M7"E 31.00 FT, THENCE SO3°4Z D7W 8.9 FT. THENCE LEAVING SAID BUILDING NB6417T17W 25 -UO FT. THENCE S03 -42107'W S.32 FT; THENCE N86'17 07W 6.00 FT; THENCE NOW42107'EC, 5.32 FT TO THE POINT OF BEGINNING CONTAINING 240.7 SO. FT. OR 0.01 AC IliS MORE OR LESS. SUBJECT TO ANY AND ALL EASEMENT'S AND RESTRICTIONS OF OR NOT OF RECORD. (SURVEYOR'S NOTE- THIS ADDITIONAL LEASE AREA APPEARS TO HAVE BEEN INTENDED TO FILL THE GAP 8ETWEEN THE EXISTING LEASE AREA AND THE EXISTING BUILDING. BLT DOES NOT CALL. FOR THE LEASE AREA. OUR MEASUREMENTS INDICATE ABOUTA O.4' DIFFERENCE BETWEEN THE DESCRIPTION AND THE CONDTIONS ON THE GROUND. FOR CLARITY. WE DID NOT SHOW THIS DIFFERENCE ON THE DRAWING.) LINE TABLE L58-1-66 ,ti 701 AND AN EASEMENT (BASED ON UNRECORDED MEMORANDUM OF SITE LEASE AGREEMENT PROVIDED BY CLIENT, DATED FEBRUARY 1, 2005): PART OF THE NE 1/4 OF THE SW 1/4 AND PART OF THE NE 1/4, SW 1/4, SECTION 32, T -1-J, R -12-W, PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NW CORNER OFTHE SAID NEI/4. SW114. SECTION 32; THENCE N 03°30'1T E ALONG THE WEST LINE OFTHE SAID NE A. SIN Y4.243.52 FEET; THENCE S 86'28'43' E. 30.0 FEET; THENCE S 03'30'17' W, 231.85 FEET; THENCE S 6d144'4I- E, 100.42 FEET; THENCE S O3'4Z'D1' W, 60.24FT: THENCE NORTHWESTERLY ALONG THE ARC OF A 440.74 FEET RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N 572$'48' W, 48,85 FEET; THENCE N 54.1711" W,18.85 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF A 381.97 FEET RADIUS CURVE TO THE LEFT. HAVING A CHORD BEARING AND DISTANCE OF N 59'23'45' W, 69.11 FEET TO A POINT ON THE WEST LINE OF THE NE '/,, SW A. SECTION 32; THENCE N 03°1 E47' E ALONG SAID WEST LINE, 26-88 FT TO THE POINT OF BEGINNING, CONTAINING .3074 ACRES OR 13.390.48 SQUARE FEET MORE OR LESS. (SURVEYOR'S NOTE: THE DESCRIBED EASEMENT DOES NOT TO ATTACH TO THE DESCRIBED LEASE SITE AREA OR TO THE PUBLIC STREET.) GENERAL NOTES 1. BASIS FOR BEARINGS: WEST LINE OF SE/4 NW/4 OF SECTION 32, ROTATED TO RECORD DIRECTION OF ND3°2Y49°E AS SHOWN IN THE SEPTEMBER 6, 1995 UNRECORDED SITE LEASE AGREEMENT. 2. ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND FEATURES HAVE BEEN LOCATED AND SHOWN, UNDERGROUND UTILITY UNE WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN. 3. SET #5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE - 4. COORDINATES AND ELEVATIONS BASED ON PAGIS MON. -AW. 5. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #0501 BI -001 BE; DATED NOVEMBER 3, 1993. THE PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE 7C AND NOT LOCATED WITHIN THE 100 YEAR FLOOD PLANE. 6. WE REVIEWED THE RESULTS OF THE CERTIFICATE OF TITLE EXAMINATION PREPARED BY ROBERT L BROWN FOR VERIZON WIRELESS, NOTED AS LTBE FILE#04TO82, DATED JUNE 3, 2DD4. THE FOLLOWING PULASKI COUNTY DOCUMENTS FROM THAT CERTIFICATE WERE PROVIDED: -2001-32105 -2001-32106 -2001-32107 -2001-32109 -96-79866 WE ALSO REVIEWED AN EARLIER MEMORANDUM OF SUBLEASE RECOREDED AS PULASKI COUNTY DOCUMENT #2003-019313 MAPPABLE ELEMENTS FROM THESE DOCUMENTS ARE SHOWN ON THIS DRAWING. 7. BUILDING LINES AND UNDESCRIBED EASEMENTS SHOWN ON THIS DRAWING ARE BASED ON LINES SHOWN ON PREVIOUS SURVEYS OF THE AREA. TAKE F30 WEST TO SCOT[ "&IDN DIET. LIFT BALI OVER 1-30 +RESP am SCOTT mAIDN FOR .2 MTJ: TO LAST ENTRANCE TO WAAfH3115E OFT M ON YOUN WIiL "AM ON BACK LOT U1rE TO SIF BELL- 'MOMPOUE AT END OF WAREHOUSE OFFICES. DO MDT USE FIRST 01TRAHM AS R MRL TAME TOO MUCH THRNRiG RADIUS, TOWER ELEVATION SCALE: 1"-20' SITE G,GdRa1FVATES= DATUM: NAD -83 CENTER OFD(ISTINGTOWEA 34'40',1p119'NORTH LATITUDE 92°191890' WEST LONGITUDE 307.10 (GROUND) NGVO 19M I HBIE81' CERTIFY TO VEA40N WIRELESS. THAT THE LATITUDE. LONGITUDE, AND ELEVATIONS SHOWN HE 0i WEREDETERMINED FROM AN ACTUAL SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS UNDER MY DIRECT SUPERVISION AND THATTHE SAME ARE WITHIN THE FOLLOWING F.C.C. 'I -A' TOLERANCES: HORIZONTAL- PLUS OR MINUS 15 FEET; VERTICAL- PLUS OR MINUS 3 FEET. NOTE LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN OATUTA OF 1983 (NAD 83). ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). NOTE This survey was based on legal descriptions and title work (umisined by others and does not mWoserd a title search IST WOOD NCE Byaftingmywwand3i9n w.ICoUlIl" C. gba bbrgsr, PW No. 131 hereby certify That this drawing axre l cafes 9RnWy n under rrry supervbion. NOTE This survey wee based on legal desaiptons arhd bdewwk harhmhe l W otheha and do- not rep -rd alta srerdh- No poroon a1 Ne properly d -'W hereon Im wlhuhthe tODymrllood Wena, apOyD,DyF". go F mptm wvF.aDodd:. 322 North MatW Straat. p�gyT2D1sHOPE�p1315541S8 IIENOINEERS FAXI5011)3154700 wwa3lapaenRlnlr -1 VERIZON WIRELESS 5125 SCOTT NAINLTON DR. LITTLE • - Compu-d peke _ Fo,r,d n,vumee @-Sata5laLPed� DATE: x3/3/04 GAD. 6Y; ,J C M OPAWW "BHA (�pFo a FWM cep °�'EO 04-0632 w+ TEV- ML F• ABn- r� • sw� np.wmnes 500 01N -7N1 0 32 310 BO 138 VICINITY MAP: V43AOF G'[ YOUNG RD FRONTAGERD a15T ST 0 a . 1v ors r,AMPIEWDR T IS { I E B1IRNB LN O u DR BASEUNE RD BRUNO W SITE DIRECTIONS TAKE F30 WEST TO SCOT[ "&IDN DIET. LIFT BALI OVER 1-30 +RESP am SCOTT mAIDN FOR .2 MTJ: TO LAST ENTRANCE TO WAAfH3115E OFT M ON YOUN WIiL "AM ON BACK LOT U1rE TO SIF BELL- 'MOMPOUE AT END OF WAREHOUSE OFFICES. DO MDT USE FIRST 01TRAHM AS R MRL TAME TOO MUCH THRNRiG RADIUS, TOWER ELEVATION SCALE: 1"-20' SITE G,GdRa1FVATES= DATUM: NAD -83 CENTER OFD(ISTINGTOWEA 34'40',1p119'NORTH LATITUDE 92°191890' WEST LONGITUDE 307.10 (GROUND) NGVO 19M I HBIE81' CERTIFY TO VEA40N WIRELESS. THAT THE LATITUDE. LONGITUDE, AND ELEVATIONS SHOWN HE 0i WEREDETERMINED FROM AN ACTUAL SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS UNDER MY DIRECT SUPERVISION AND THATTHE SAME ARE WITHIN THE FOLLOWING F.C.C. 'I -A' TOLERANCES: HORIZONTAL- PLUS OR MINUS 15 FEET; VERTICAL- PLUS OR MINUS 3 FEET. NOTE LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN OATUTA OF 1983 (NAD 83). ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). NOTE This survey was based on legal descriptions and title work (umisined by others and does not mWoserd a title search IST WOOD NCE Byaftingmywwand3i9n w.ICoUlIl" C. gba bbrgsr, PW No. 131 hereby certify That this drawing axre l cafes 9RnWy n under rrry supervbion. NOTE This survey wee based on legal desaiptons arhd bdewwk harhmhe l W otheha and do- not rep -rd alta srerdh- No poroon a1 Ne properly d -'W hereon Im wlhuhthe tODymrllood Wena, apOyD,DyF". go F mptm wvF.aDodd:. 322 North MatW Straat. p�gyT2D1sHOPE�p1315541S8 IIENOINEERS FAXI5011)3154700 wwa3lapaenRlnlr -1 VERIZON WIRELESS 5125 SCOTT NAINLTON DR. LITTLE • - Compu-d peke _ Fo,r,d n,vumee @-Sata5laLPed� DATE: x3/3/04 GAD. 6Y; ,J C M OPAWW "BHA (�pFo a FWM cep °�'EO 04-0632 w+ TEV- ML F• ABn- r� • sw� np.wmnes 500 01N -7N1 0 32 310 BO 138 NEW PARKING BOLLARDS NEW LESSEE FENCE EXTE NEW LESSEE ICE BRIDGE NEW LESSEE COAX ROUT OF MONOPOLE ATTACH T( MONOPOLE COAX SUPPOF PART # B2423), STAINLE' BANOING (VALMONT PART BUCKLES FOR BANDING ( B1770) ® 4'-0. O.C. K EXISTING 148' MONOPOLE LAT: 34' 40' 30.89' LON: —97 19' 16.90' ELEV: 307.10' AMSL NEW LESSEE IRREGULAR I EXISTIN COMPC NEW B �CISTING A/C UNIT TO BE 2ELOCATED EXISTING WOODEN COMPOUND FENCE TO BE REMOVED NEW LESSEE 15' X 6' CONCRETE EQUIPMENT PAD EXISTING CRICKET EQUIPMENT AND CONCRETE PAD 44t1,�1��111IF- xI rffz7,7jJ,' EXISTING CRICKET UTIL[TY RACK, EXISTING TELCO PEDESTAL r�frfF J - � '. ev o EXISTING A/C UNIT RELOCATED A/C UNIT(S) THIS PLAN IS BASED ON A SURVEY BY HOPE ENGINEERING DATED 08/03/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. UER/ZONW/RECESS TENNESSEE P, 4R TNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: SEW CHECKED BY: JOH APPROVED BY: MDB PROFESSIONAL ENGINEER I 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 CLOVERDALE_AR 157595 LITTLE ROCK BTA SDE ADI]REW 8126-D SCOTT HAMILTON DR LITTLE ROCK, AR 72209 [- SHEET TITLE SITE LAYOUT PLAN SHEET NuN9ER 05