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HomeMy WebLinkAboutZ-7916-A MapOF A{�T AR HERrrAGN Y ED ENGINEERING A� NO.1133 b d7 xG.uN Hrl {� ENGINEERING IXC -WE Marllage k Englneerin9 P.O. BOX 505 Benlan, Arkansas 72018 1(501)039-2703 FAX (501)939.2016 www.HeNtageEnglneeling.net verizonwireless Coe.. 1.a ti•v SITE NAME z 4 ri rla;.aT'Nf'l�. ,G1, `S - 47'77'17'"Ff HINDMAN GOLF - ARKANSAS Al VICINITY MAP N a Nw SHEET INDEX PROJECT DATA GENERAL SUMMARY OF WORK PROJECT DIRECTORY Zo YF - SHEET TITLE SITE NAME: HINDMAN GOLF DESCRIPTION FURNISHED BY INSTALLED BY VERIZON'S PROJECT MANAGER: JAMES BRYANT w COVER SHEET PHONE NUMBER: (501) 905-6821 J 1.0 STATE: ARKANSAS H 2.0AS BUILT COMPOUND PLAN COUNTY: PULASKI GENERATOR VERIZON CONTRACTOR CELL PHONE NUMBER: WA a d LU 911 ADDRESS: 8504 HERNDON ROD SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR 1 3.0 COMPOUND PLAN LITTLE ROCK, AR 72204 COAX CONTRACTOR CONTRACTOR VERIZON'S REAL ESTATE MANAGER: DOHA ALAMI LL OT- 3.1 TOWER ELEVATION & ANTENNA DETAILS TOWERISITE OWNER: TOWER VENTURES GPS ANTENNA VERIZON CONTRACTOR ADDRESS: ONE ALLIED DRIVE Z 3.2 CONTACT: DAVID GOLDSTEIN ANTENNAS VERIZON CONTRACTOR LITTLE ROCK, AR. 72202 COMPOUND DETAILS &EROSION CONTROL NOTES W 4.0 PHONE:— 4091 VISCOUNT ANTENNA V -MOUNTS MOUNTS CONTRACTOR CONTRACTOR PHONE NUMBER: (501) 905.2672 O � ; CRY OF LITTLE ROCK INST. 90-42699 C.M. CONDE I ET swab 3100-11 S. C.M. CONDE 3100-12 MENELAOS N. Ec KATHERINE PORFIRIS DEED BOOK 624, PAGE 457 SHISSLER 31 DD -03 9 1 -DRNE 7 � 30�> a OftNE 0.25 ACIRM r t $ i0'l10't!D' E 7011LOIY . . DRNE ` '� r _ ^N 1 aw 1EIfPORARY DEMCNYARK 1 1 .l 1 •5, t• ASP,tALT ( NAIL DF ZIM 1vr t Y to f/ 1xsvArryx m 316.07'f ` 1 = g 1 BLOCK JEA.SEIMENT Y� SHEO 4 1 t j MUALt I� � nblltElp �� { I TREE UNE 1 FIND �" l• 4trI 30��" —I V ( NOTE: TREES TO BE + M I 0.08 ACEW.* a ST NST. RARER EO FROM LEASEIN 6 I Ii pl ffI / �SINGRFSSfEORF55 8 J I POE �I UTMITY RASK141 T = OD SURVEYOR'S NOTES LGATE 1 `HERNDON ROAD CITY MAINTAINED ROAD (ASPHALT) 1. Tupographle and Leone Parcel Survey, made on the ground under the supervision of an ,irknnws Registered Load Surveyor. Dote of field survey la ,rano 28, 2005, 2. Scorings ore based on Arkansas Saint, STace Prone Coordinates NICD 63, 3. No underground 0156rs, underground aneroachmanks ix building foundations were maosumd or located a• o part of this survey,se unless otharwLshown. Tram and shrubs not located, un Gas atherwl6s shorn. 4. Onsite benchmark is as shown hereon, Elevations shown are Tri feel and refer to NAVO BB S. This survey was conducted for the purpose or a Tap�gropn:c and Lease Porrel Survey only, and is not Intended to delineate the regulatory iurlsd;cli�n of any fedorcl• state, regional or local agency, board, commission or other similar entity. 6, Attention is dwected to the fact that this survey may have been reduced or enlarged In sae due to reproduction. This should be taken into consideration when obtaining scaled data. 7. This Survey was conducted in referance to a Certificate of title Exominetion prepared by Stewart Title of Arkansas, Stewart Title (7050503, dated July 13, 2005, B. Surveyor hereby states the Geodetic Coordinates and the elavation shorn lar the proposed centerline of the tower are accurate to within +/- 20 feet horizontally and to within +/- 5 feet vertically (FAA Accuracy Code 1A)- 9, Survey shown hereon conforms to the M•nir:,um .o.!:quImmenLs as set forth by the State Board for a Class A' Surrry. 10. Field data upon which this map or plat Is based hos a Bosun precision of not less than ane -foot in 15,000 feet (1%15,000 and an angular error that does not exceed 10 seconds times the square root of the number or ang:es turned. Field traverse was not adluskd. VASDUE2, JAMES INSTRUMENT 00-006268 SPECIFIC EXCEPTION NOTES 5/8- REBAR WESTWOOD AR #165771B SEC. 26, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS VIMNITY Arr4p ";STEt� POC 10D' M f 0O' LEASE AREA, SO' WRESV0 3 & UTIZATY EA5EXENT AND 80' 11711M ZASEWiZM xAS21✓ 0'7 Thi& SurM was conducted in reference to o Certificate of Title Examination prepared by Stewart Title of Arkansas, Stewart Title 1/7050503, doted July 13, 2005. Ilema ,rot listed below are standard title exceptions and/or are not matters or bsmuas That paitoln to this survey. Right or way easement from KutherIne Porrrls to City of little Rock, Arkansas for the use and hamlib of the Little Rock Municipal Water Worcs• fried limemher 12th, 1998, inatnxneni. 98MB2, mewdet of Puroski County, A koeseaa Doan efimt parent tract but does not affect lease area or access easement as shown hereon - N j jO �iJ Q 0; Q O O 0 0 0 N('�h L— IJ lee 0 U U Lwpr w 0 . AM oto elft[ rA M a - 4ir GPM tial! J r ■ - An or IW M -TClhlm� • -IM- Pfwmrms . as WAW 0 -� d1K Arlt Of WW1[ * - mpailelh' f am -M A� 0'O- AW W,t� it - off Mlalir !OW - Rwor Wi * -Ir!)f mw Jd-IERW� %I Millis Rw bUAWAM AW • - ftlriWd/k 40 - 0111111� rmlrwaf - AID4I-per' — - .---- --- — s jgp1k7T uxomoxm EM sA~rM9f — — — - rolr r3Mt POC 10D' M f 0O' LEASE AREA, SO' WRESV0 3 & UTIZATY EA5EXENT AND 80' 11711M ZASEWiZM xAS21✓ 0'7 Thi& SurM was conducted in reference to o Certificate of Title Examination prepared by Stewart Title of Arkansas, Stewart Title 1/7050503, doted July 13, 2005. Ilema ,rot listed below are standard title exceptions and/or are not matters or bsmuas That paitoln to this survey. Right or way easement from KutherIne Porrrls to City of little Rock, Arkansas for the use and hamlib of the Little Rock Municipal Water Worcs• fried limemher 12th, 1998, inatnxneni. 98MB2, mewdet of Puroski County, A koeseaa Doan efimt parent tract but does not affect lease area or access easement as shown hereon - N j jO �iJ Q 0; Q O O 0 0 0 N('�h L— IJ lee 0 U U PARENT TRACT DESCRIPTION (DEED BOOK 624, PAGE 457) C F7 Port or the NE 1/4, of the NW '/r, Section 26, Township one Welk Range 13 West, more porticularly described as: particularly described as follows: Cammandrig at a )!• Tabor found at the Southeast corner of above said tract or land; thence run N BWD9'12' W of 134.93 Etat, to 0 5/8" rebor found at the Northeast comer1, elnng fha South Nie of sold tract for a dtstc hca as of o parcel of land oro retarded in Instrument 00-006268 in We Dlfrce or the Circuit Clerk of mkt County: thence N 01'22'43' E for a distance of 124.03 fact to a S/8' eopped rebar set (SLAW): thence N 9VOTOO' W for a distance of 04,99 leet to lire Paint of Beginning of no UD6ty Easement being 30 foal In width and lying 15 fast each side or Na following descflbed eereterfina; thence S 02'11'39" W for o dstortca of 12D.77 feel, men or less, for the South property Ino of above sold tract of land and the Point of Ending. Said above desettrnd moment contains 0.08 Storting of the NE comer of the NE X. of the NW K. Uxenee South 493.6 s=eat, to o point of beginning, thence + South 801.4 feet, thence Wort 53D feet, thence North 8019 feet. thence East 530 feet, to the point of bngfnn;ng, containing ten acres, more or less. FLOOD NOTE The subject properly appears to tie In Ione '%' of the [:load Insurance Reba Map Community Pond No. 05D1810103F, which bears on eficetivo data of October 19, 2001 and I5 NOT In a apamiab flood Inward area leo neld on oltm certificate may be neeve etenmlaUon and eva needed for rification. measummeals were used 1n this do 1OD' X 100' LEASE AREA A parcel of land being a paftiin of that certuFn tract of land as recorded In Dead Bank 524, Page 457 In the Office of the Circuit Clerk, Pulaski County, Arkcrcim, lying In Section 26, Township 1 North, Range 13 West and being more particularly described as follows•. Cornmcncing of a tri" rebar found at the Southeast toner of above sold tract of land; thence Iva H 80'09'12` W p afanq 1ha South line of said eroct rw a distance of 1'1�a.9s feet to O 5/0' rabor found at the Northeast toner o1 0 poreet of land as recorded In Inshvment 00-006258 In the Office of the Orcuil Clerk of void Cauety; lienee N iSw7 01'2243' E for a dMance of 124.113 fat to a SIC capped rebar set (SMff) and the Paint or Beginning; Ihence N lhrricc H GUW'00 E far o distomc 9700 DO* W for a Wstonce of IWDD feet t6 a 5/8' copped rellor set (Siktft of 100,00 feet to a 5/B• capped rebar met (SMWj thence S 9CTIO'01' E for o dmlonce of 100.00 rest to a 5/0' - CBNTSR OF PROPOSED TOMER Copped tuber eel (SME!); thanca S f10'OO'DO' W for o dgtonne of 10090 feel to the PoTrtt of Beginning. Sold above LAT: 9x•4145.072" NORM deseHbed parcel eontolng 0,23 acres, mor or fen. LON., 9MVIR.703' IV= GROUND E7EVA770N: 290.9' 30' INGRESS/EGRESS AND UMXry EASEMENT M comment being a portion of that certain Irwt of land as recorded in Deed Book 624, Page 457 hi fie Office of the Mrevlt Clerk, PuLwICc County, Arkanea9, tying In Section 26, Township 1 North, Range 13 West and being more particularly described as follows w i Comm mirog at a }F" rebar found at the Soubheost enmer of obara wTd frac[ of land; thence fun N WOW 12' W W along the South 104 of sold trod for a 010ance of 134.93 feet to a 5/8• rebar found at the Narlhaost came, of a CRY OF LITTLE ROCK parcel of toad as recorded in I"trrmhent OD -008268 in the Cffka of the Circuit Clark of said Cora'dy; thence H Q, NO DEED REFENCE 01'22'43• C for a dkslonee of 124,03 fact to a 5/8' copped mbw oat (SMW); thence N 90'00'00' W for o distance IDO_00 Sect to 0 5/8" copped rebor set (SLAW); thence N 00'00.08- E far p distance of 77.90 feel to the Point fbf `WOODED 2 of BeginnTng of on Ingrcst/-egress oM tRAlly Eaacmans being 30 fell In ,tali and I;Anq 15 Tsxl each colds of the fallow➢eq described cairil lMe; thence S BT31'25' W for a distance or 189.11 feet to o point; thonce S 3h *0'43' W 9 for a d[stmre of 31.98 feet to a polnb; thence S 0820'03' £ for o distance of 87534 feet to c point; thence 5 ' 211'27'31' W for a distance of 40.93 feet, more or tens, to the South property One of abo a said pact of land and I •t POB the Northerly side of Hemdon Road (prescstotive right-of-way) and the Point of Ending- Said above described 100' X 100' ' =moment contains 0.25 acres, mare or Icaa. LEASE AREA 023 ACREsf SO' UTD,TI'Y EASEMENT POC 10D' M f 0O' LEASE AREA, SO' WRESV0 3 & UTIZATY EA5EXENT AND 80' 11711M ZASEWiZM xAS21✓ 0'7 Thi& SurM was conducted in reference to o Certificate of Title Examination prepared by Stewart Title of Arkansas, Stewart Title 1/7050503, doted July 13, 2005. Ilema ,rot listed below are standard title exceptions and/or are not matters or bsmuas That paitoln to this survey. Right or way easement from KutherIne Porrrls to City of little Rock, Arkansas for the use and hamlib of the Little Rock Municipal Water Worcs• fried limemher 12th, 1998, inatnxneni. 98MB2, mewdet of Puroski County, A koeseaa Doan efimt parent tract but does not affect lease area or access easement as shown hereon - N j jO �iJ Q 0; Q O O 0 0 0 N('�h L— IJ lee 0 U U 1'48' I An •rtement being a portion of Unit certain frost of lend as recorded in Deed Book 624, Poet 457 in the Office of the Cuxiul Clerk. Pulaski County, Arkanws, lying to Section 26, Township 1 North, Range 13 Welt end being more C F7 0�o 2 o jx particularly described as follows: Cammandrig at a )!• Tabor found at the Southeast corner of above said tract or land; thence run N BWD9'12' W of 134.93 Etat, to 0 5/8" rebor found at the Northeast comer1, elnng fha South Nie of sold tract for a dtstc hca as of o parcel of land oro retarded in Instrument 00-006268 in We Dlfrce or the Circuit Clerk of mkt County: thence N 01'22'43' E for a distance of 124.03 fact to a S/8' eopped rebar set (SLAW): thence N 9VOTOO' W for a distance of 04,99 leet to lire Paint of Beginning of no UD6ty Easement being 30 foal In width and lying 15 fast each side or Na following descflbed eereterfina; thence S 02'11'39" W for o dstortca of 12D.77 feel, men or less, for the South property Ino of above sold tract of land and the Point of Ending. Said above desettrnd moment contains 0.08 y LCi W U C M b0 N .4 d G G .� Ch N + acres. mors lar less. FLOOD NOTE The subject properly appears to tie In Ione '%' of the [:load Insurance Reba Map Community Pond No. 05D1810103F, which bears on eficetivo data of October 19, 2001 and I5 NOT In a apamiab flood Inward area leo neld on oltm certificate may be neeve etenmlaUon and eva needed for rification. measummeals were used 1n this do Way 0 Q v 0 C t%1 N P4 v lee 1'48' I 0�o 2 o jx ZFa t3 sse—emsessism SURVEYOR'S CERTIFICATION To Verizon Wireless: This 6 1a certify that this map or plot pool the Purvey m which R is baud were mode in accordance with •Mkdmum Standard Detail Raqubrwmeats for ALTA/ACSM Lend Tille Survr-Til' jointly established and ndoptad by ALTA. ACSM and HSPS In 1999, and includes lieu. 1-6, 10-12 or Tobte A thereof. Punxuont to the Accuracy Standards as adopted by ALTA, NSPS, and AGSM aid In elf•ct on the date of this certilfcatlom undersigned further trAlfIfX that; • the survey moamurcments were made In oceordunee with the "Minimum Angle. Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.' William L Howell Arkansas Registered No. 1425 U '� CJ �•N O d to 01L I3 IL.1A^I r 0 �•W 00 11m h CALL BEFORE YOU {y DIG -DRILL -BLAST 1-000482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA R IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. EXIST. POWER METER CEN EXISTING 11'-5•x26'-0" SHELTER TO BE REFUI....,.,, SHELTER IS USED THE EXISTING 11'-S x26'-0" CONCRETE FOUNDATION NEEDS TO BE EXTENDED 10 Y:" AS REQUIRED FOR NEW SHELTER DIMENSIONS (t50'-1" LF) EXIST. WOOD FENCE AS BUILT COMPOUND PLAN SCALE: 1!4• = 1'-0• OF AUT �P HERITAGE N ENGINEERING Y Y V N0.1133 EXISTING ICE BRIDGE EXISTING 12'x 36' LEASE AREA COPYRIGHT HERITAGE ENGINEERING 2014 x0.H15 ENGINEHUNG EXCHIFNCE Heritage Engineering P.O. Box 005 Semon, Alkfl x% 72016 rV r Z : ao z J O.. as OO JZ � O2 o 0 Lao J T 5 aZ �p oU) Z X _ w NW PLOT 9CNE 1 A iCM GUE 1: 03 SEPT 14 1 cssiortoon oluwN er: NOmMi cNEcx®pr. uw SHEET No. 2.0 CALLBEFORE YOU DIG -DRILL -BLAST 'r 1-BOG482-899B (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA IT IS THE CONTRACTORS RESPONSIBILTTYTO VERIFY THE LOCATIONOF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CONTRACTOR SHALL BRING COMPOUND BACK TO ORIGINAL CONDITION OR BETTER AFTER CONSTRUCTION IS COMPLETED_ NOTES: CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUBED WITHOUT THE WRITTEN APPROVAL OF VERIZON'S CONSTRUCTION MANAGER. 2. AFTER INSTALLATION OF ALL GROUNDING, UTILITY WORK, WAVE GUIDE SUPPORTS AND FOUNDATIONS IS COMPLETE, THEN ALL DISTRUBED AREAS SHALL BE COVERED WITH MIRAFI 50OX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE. MINIMUM STONE THICKNESS _SHALL BE_47.. 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL BE COMPACTED TO MAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM D 1157). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EROSION CONTROL MEASURES. REFER TO SHEET 3.2 PROPOSED IN GROUND FIBER OPTIC BOX, FINAL LOCATION TO BE DETERMINED BY FIBER PROVIDER EXIST. POWER METER CENTER, NEW METER TO BE INSTALLED IN EXIST. METER CAN BY POWER COMPANY (f50'-1" LF) EXIST. WOOD FENCE x EG 101.28 EG 98.93 x EG 96.97 x x EG 99.26 x EG 98.47 x EG 100.6 r T TOC 100.00 EXIST. 150' MONOPOLE , L __ J R 10� ryr x EG 102.13 EXISTING 11'-5'x26'-0' SHELTER TO BE REFURBISHED. IF — NEW SHELTER IS USED THE EXISTING 11'-5" x26' -W CONCRETE FOUNDATION NEEDS TO BE EXTENDED 10 Y2" AS REQUIRED FOR NEW SHELTER DIMENSIONS µ A EG 98.14 X1 u? r m (f49'-10" LF) EXIST. WOOD FENCE COMPOUND PLAN SCALE: 3116'= l' -D" REUSE EXISTING ICE BRIDGE, CONTRACTOR TO REMOVE EXISTING COAX & INSTAL. NEW HYBRID COAX 12'x36' LEASE AREA OHERrrAG,3E� © COPYRIGHT HERITAGE ENGINEERING 2014 rHGYCiWIn ixCfOPIR Heritage Engineering P.O. BOX 505 BwftN Arks 72018 (501)939.2107 FAx T501I4343T15 Nw�}INI[IpOEApL�P1r1rt iJ1l1 a Z 0 a 0 U HE JOB NO_ 20I•-0074 Fee Ku PLpfJIrJYk.. %m eaM GATE I: g5 51PI 14 WARNING 0 12 a�µE His ncaicJsae7: ORAYM 9Y: rEJ19ACd cHEcxeg ar. EJg1 SHEET No. 3.0 CONTRACTOR SHALL REMOVE - EXISTING T -BOOM MOUNTS AND REPLACE WITH NEW MONOPOLE V -MOUNTS ABS BY BETTER METAL OR APPROVED EQUAL EXIST. 150' MONOPOLE TOWER PROPOSED VERIZON'S NEW ANTENNAS RAD CENTER = 145' AGL. <<u Of RUT t! HERrrAGE N ENGINEERING A H V NO. 1133 d Li 'L 0G11� Omni Site' Yes - No Proposed Configuration Note: Negative tilt IndicatesUpTllt Sector Ant# Antenna Function Antenna Antenna Antenna DIM H -W -D Antenna Weight Ant CL Height Azimuth Mech. Tilt 7001850 190012100 Galn Ad) Elee Line Type Line! TWr Face Band Make Model tTN) Ant Galn Ad) Elec Ant Ant TMA RRH Onches) Obs) AGL (d8d) T;IJ IdB' Dinly Alpha 1 700 Only Rx01Tx0 AMPHENOL HTXC6316x000-T04 83.9x12x76 30.5 145.0' 3451 0° 138 4 I NIA NIA 0f5' tfie' 0.oal,0112!1.43 1 No Nc 105 Alpha 2 FUTURE AMRiENOL VV66-',&-Y41I)-70 '54.5x67>rjig 16A 145.0' VP S, UP MA NIA 7F 1854 01 HS HvbfjdCvax6112: t iA No No Ye. 4 ha S 1=UTURE "F RX ATX 1 OL � GOQT04 Mill 12, X 7 5 1AS.tY 34 r {I° 33.6 4 N/A NIA iiS lU G019 91.12 1�3 T Nv No Yes Aha 4 zr0o Only Rx11Txl AMP! -ENOL W614-13.x0lOT0 $4.5. B.7 x 3.g 15.4 145 :w`.•" G' NIA N7A 58.5a E1 I HS H kl Coax 61 s2 ; qg 1 No I No Yes Beta 5 °nh Rx01 TxO AMPHENOL H-yX-5316_x000>-T04 83.a x 12 x 7.0 30.5 145.0 1v5' D° 1 .8 4_ NiR NIF. Sherta With Asph® S%wi 0 W. No Yes amts 6 ��,. FtxOFTaO AMI'i EIJOL R w •i&xR70T4 54.5x8:7:x.3.A 15.A t45.Q 1;5° . 0° - trite[ NIA 1185M a SHarBGweti.11 assBCtCu a i� No Y>is Beta 7 � n, Rxi Tx4 . AMPF ENCIL I HT7iC.B316toa-To A 83.9x t2x 1$ 3G:s "AS.b 105° 1i 13.d 4 NIA NIA 5ilared.WIth Rl s saczar O 1 No No Yes Bets 8 FactlTxk prN1A ffAl/h t„FA t1:d1A #k!A #N!A #WA #N!A kWA \I1R IJeA #N1A 11N1A ,yNlf• No #N!A Gamma 1x0 AMPHFNOI_ I -I I XCFi:i7 bx00(>-TO-0 33 9 x 12 x 76 305 145 0' 22S° 0" 13.8 - 4 N!A NfA Shared with Alpha Sector 0 No N o YBS GammaJ Tx0 AMPI-ENOL IW65-13-X010-TO 54 5 Y•H 7 x 3.9 •15:4 145.0' 225: .0' WA: I NIA 18-54 0 SW -900 Wriltr he 59Cter II b!o Na Yes Gamma1T, =12 : AMPHENOL H'?rM',8x00WfO4 $3.9X.12-4.6 30:5 145.0' 226' t1" 13;8 -4 NIA MA ShX90WVt 112SaCt01 0 fl0 Nn Yas 13ammaJ Tx1 .AMPHENOL 'idf15-1&X010-TO 115' 6 7 x 3.9 15.4 145 0' 225° 0° WA N!A 18.54 0 Shared with Alpha Sector ri fJ� No Yes TOWER NOTES 1, FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. 2, VERIFY ANTENNA HEIGHT, DOWN TILT. AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. 1 3. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. VERIFY WITH VZW SUPPLIED SDCO ANTENNA NOTES 1 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER. = 2. CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE l BEFORE ORDERING. 3. ALL COAX SHALL BE LABELED WITH BRASS TAGS AND COLOR TAPE TOP AND BOTTOM 1 NOTE: 1 THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. NOTE: PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE jI FOR PROPER LOCATION & ORIENTATION. r EXIST. EQUIP. SHELTER t I EXIST. 6FT TALL WOOD PRIVACY FENCE MONOPOLE TOWER ELEVATION SCALE: NTS. MOUNTS PROVIDED BY CONTRACTOR. MOUNTS SHALL BE DESIGNED PER THE LATEST ANSI/EIA/TIA-222 MOUNT SHALL BE ADEQUATE FOR ALL OF VZW ANTENNAS WITH ROOM FOR ONE FUTURE 12" 'WIDE 8FT TALL ANTENNA PER SECTOR. MOUNT SHALL BE DESIGNED FOR AN ADDITIONAL MAN LOAD (250 POUND POINT LOAD) ANYWHERE ON MOUNT PER SECTOR. CONTRACTOR SHALL PROVIDE DATA AND CALCULATION SHEETS FROM MOUNT MANUFACTURER FOR FINAL APPROVAL BEFORE ORDERING MOUNT. NOTE: 1. PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. 2 -ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT RF SHADOWING. NEW MOUNTS BY CONTRACTOR - (MONOPOLE V -MOUNTS ABS BY BETTER METAL OR APPROVED EQUAL (3) RRH (700 MHz) 9442 RRH2x40-07U (3) RRH (2100 MHz) 9442 RRH2x40-AWS (2) HTTA BOX (RAYCAP RHSDC-3315-PF-48) 1 TOP OF TOWER & 1 @ BASE 14 l0� l � 4 1 'L! FUSUR� i iWX�xO N W E d 1:10iMx1 S ANTENNA DETAIL SCALE: NTS. ASM, r°$° C COPYRIGHT HERITAGE ENGINEERING 2014 H" E HNE:FNG �E_LLE•�= eritage Englneering P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX (501)939.2016 wm WrltapEngIo. ng..I 7 Z Li LU i Z Q IIL Z Q Q U- Z ob J 0 Z 00 0 L0 > Z (D J a Z W ~ W - to W 0 LU Z O 1-- 2 a rE roe No: 291a-00'ra FILE NAME: PLOT SI -E- 1:96 ISSUE DATE i'. 03 SEPT 19 WARNING o V2 1 � SCALE: NTS DESIGNED - - OPANTIB": HERITAGE CHECKED 6": E.W SHEET No. 3.1