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Home My WebLink AboutPLANS - 12-00035 - 249 E Poleline - Verizon Wireless Monopole Tower'c. , EXISTING WEST ELEVATION "LIFE" INSTALLATION PROJECT SITE EXISTING ( THESE DRAWINGS AND SURVEYS ARE COPYRIGHT PROTECTED AND THE SOLE PROPERTY OF TOWERCOM TECHNOLOGIES, LLC AND PRODUCED FOR THE USE OF OUR CLIENT. ANY REPRODUCTION OR USE OF THE INFORMATION CONTAINED WITHIN SAID DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF TOWERCOM TECHNOLOGIES, LLC. PRO: ECT DESCRIPTIOW FGG COMPLIANCE- PROjECTINDEX: ;GEN ERAL PROjECT: NOTES,� APPLICANT: 1 PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL THIS PROJECT CONSISTS, OF THE FOLLOWING: FCC ID# 1236978 VERIZON WIRELESS FAMILIARIZE HIMSELF /HERSELF WITH THE SCOPE OF WORK REMOVAL RADIATION FROM THIS FACILITY WILL NOT INTERFERE WITH 3228 E 3700,N 'AND ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. - THREE (3)) EXISTING PANEL ANTENNAS OPERATION OF OTHER COMMUNICATION DEVICES. KIMBERLY, ID, 83341 2 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND INSTALLATION DIMENSIONS OF THE JOB SITE AND CONFIRM THAT WORK AS ® THREE (3) PROPOSED PANEL ANTENNAS CONTACT: CLIFF HIES ee PHONE: 208-733-3203 INDICATED ON CONSTRUCTION DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT OF ANY _WORD` . .... .... __ __ .................................... > 0 TOWERCOM TECHNOLOGIES LLC —0 ALL FIELD MODIFICATIONS BEFORE, DURING, OR AFTER 767 NORTH STAR RD. Of uj < STAR, ID 83669 VERIZON WIRELESS REPRESENTATIVE. > r�' � 0 4 00 PHONE: 208-286-0266 EXT. 107 0LJ 0 MANUFACTURER'S RECOMMENDATIONS, U.N.O. VERIZON WIRELESS, IN WRIIING, OF ANY MAJOR - - 0 0 DISCREPANCIES REGARDING THE CONTRACT DOCUMENTS, < < EXISTING CONDITIONS, AND DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING > 35 NORTH 1ST EAST < CLARIFICATIONS FROM A VERIZON WIRELESS REPRESENTATIVE IREXBURG, IDAHO 83440 0 AND ADJUSTING THE BID ACCORDINGLY. X CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL 0 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF THE WORK UNDER THE CONTRACT. ADA. COM PLIANCE. ui 0 CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS Ld 0 cn AND FINISHES THAT ARE TO REMAIN- CONTRACTOR SHALL cf) T: < 0 n co — 0 Lu :7 = U -) co REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE ,APPLICABLE BUILDING CODES. < L'i r- CONSTRUCTION TO THE SATISFACTION OF A VERIZON WIRELESS REPRESENTATIVE. L.Li D 0 8 x cr CONSTRUCTION PLANS TO ILLUSTRATE THE AS BUILT 0 CONDITION OF THE SITE. FOLLOWING THE FINAL INSPECTION Lj LLJ r -) 0 VERIZON WIRELESS WITH ONE COPY OF ALL RED—LINED > DRAWINGS. M LLJ —i 9 0 Lli V) < REPRESENTATIVE. ALL EQUIPMENT LAYOUT, SPECS, > CL L.Li Ld PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION ARE < n1l Lij 0 1 �Lu>j 101— PRO: ECT DESCRIPTIOW FGG COMPLIANCE- PROjECTINDEX: ;GEN ERAL PROjECT: NOTES,� APPLICANT: 1 PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL THIS PROJECT CONSISTS, OF THE FOLLOWING: FCC ID# 1236978 VERIZON WIRELESS FAMILIARIZE HIMSELF /HERSELF WITH THE SCOPE OF WORK REMOVAL RADIATION FROM THIS FACILITY WILL NOT INTERFERE WITH 3228 E 3700,N 'AND ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. - THREE (3)) EXISTING PANEL ANTENNAS OPERATION OF OTHER COMMUNICATION DEVICES. KIMBERLY, ID, 83341 2 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND INSTALLATION DIMENSIONS OF THE JOB SITE AND CONFIRM THAT WORK AS ® THREE (3) PROPOSED PANEL ANTENNAS CONTACT: CLIFF HIES ee PHONE: 208-733-3203 INDICATED ON CONSTRUCTION DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT OF ANY _WORD` . .... .... __ __ .................................... E_NGINEER`S_/DESIGNER_S:__ TOWERCOM TECHNOLOGIES LLC 3 ALL FIELD MODIFICATIONS BEFORE, DURING, OR AFTER 767 NORTH STAR RD. CONSTRUCTION SHALL BE APPROVED IN WRITING BY A STAR, ID 83669 VERIZON WIRELESS REPRESENTATIVE. CONTACT- GREG DURGIN, PE 4 INSTALL ALL EQUIPMENT AND MATERIALS PER THE PHONE: 208-286-0266 EXT. 107 MANUFACTURER'S RECOMMENDATIONS, U.N.O. VERIZON WIRELESS, IN WRIIING, OF ANY MAJOR - - -5 -NOTIFY DISCREPANCIES REGARDING THE CONTRACT DOCUMENTS, I �.,.:...,. EXISTING CONDITIONS, AND DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CITY OF REXBURG, 35 NORTH 1ST EAST CLARIFICATIONS FROM A VERIZON WIRELESS REPRESENTATIVE IREXBURG, IDAHO 83440 AND ADJUSTING THE BID ACCORDINGLY. 6 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF THE WORK UNDER THE CONTRACT. ADA. COM PLIANCE. THIS FACILITY IS UNMANNED AND NOT 7 CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS FOR HUMAN HABITATION. LANDINGS AND FINISHES THAT ARE TO REMAIN- CONTRACTOR SHALL AND EXITS SHALL COMPLY WITH ALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE ,APPLICABLE BUILDING CODES. CONSTRUCTION TO THE SATISFACTION OF A VERIZON WIRELESS REPRESENTATIVE. 8 THE CONTRACTOR IS RESPONSIBLE FOR RED—LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS BUILT CONDITION OF THE SITE. FOLLOWING THE FINAL INSPECTION BY VERIZON WIRELESS, THE CONTRACTOR SHALL PROVIDE VERIZON WIRELESS WITH ONE COPY OF ALL RED—LINED DRAWINGS. 9 VERIFY ALL FINAL EQUIPMENT WITH A VERIZON WIRELESS REPRESENTATIVE. ALL EQUIPMENT LAYOUT, SPECS, PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY VERIZON WIRELESS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS/HER WORK WITH THE WORK AND CLEARANCES REQUIRED BY OTHERS RELATED TO SAID INSTALLATIONS. I :T E,H LOCATION.:::::.!,: ATITUDE: 43'48'02.5" N O:NGITUDE: 111'46'40.5" W SAVE DATE: 1 1/23/2012 10:18 AM r SHEET NUMBER: Tl ENERALTROJECT NOTES ALL LOADS DERIVED FROM REQUIREMENTS OF INTERNATIONAL BUILDING CODE 2009, ASCE CONTRACTOR IS RESPONSIBLE FOR ERECTING TEMPORARY BARRICADES AND/OR EQUIPMENT OR FENCING TO PROTECT THE SAFETY OF THE PUBLIC DURING CONSTRUCTION. THE FIXTURE NUMBEa- CONTRACTOR SHALL REMOVE ALL TEMPORARY BARRIERS AND REPAIR ALL DAMAGE TO WIND LOADS: IBC 2009 31609 & ASCE 7-05 36.4 (SIMPLIFIED METHOD) PROPERTY ON THE SITE CAUSED BY THIS CONSTRUCTION. THE COST OF REPAIR IS KEYED NOTE THE CONTRACTOR'S RESPONSIBILITY- (IF COMPOUND FENCE DOES NOT EXIST) 2 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL T.C. 1631,33 SPOT ELEVATION V�F.L. 1631.00— REQUIREMENTS, 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS mV TOP OF WALL CONTROL OR DATUM POINT AT THE SITE PRIOR TO ORDERING ANY MATERIALS OR CONDUCTING ANY WORK. 4 EXCESS SOIL. MATERIAL AND DEBRIS CAUSED BY THIS CONSTRUCTION SHALL BE SHEET WHERE DRAWN REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. 5 CONTRACTOR SHALL MAKE ADJUSTMENTS TO GRADING ELEVATIONS AS NECESSARY TO PROPERTY LINE ENSURE A SITE FREE OF DRAINAGE PROBLEMS. 6 CONTRACTOR SHALL COORDINATE A CONSTRUCTION LAYDOWN AREA WITH THE 4.0 (ORDINARY REINFORCED CONCRETE SHEARWALLS) PROPERTY OWNER. CONSTRUCTION LAYDOWN AREA SHALL BE FENCED—IN WITH EXISTING CONTOUR TEMPORARY (45 DAY) CONSTRUCTION FENCE, THE TEMPORARY FENCE SHALL BE I PROPOSED CONTOUR CONSTRUCTED OF 6' HIGH CHAIN LINK FABRIC AND IS TO BE REMOVED AT THE END 0 ROUND/DIAMETER OF CONSTRUCTION. LAYDOWN AREA IS TO BE RESTORED TO ITS ORIGINAL CONDITION r„ APPROXIMATELY AFTER FENCE REMOVAL. (IF COMPOUND FENCE DOES NOT EXIST) 2 SURVEY INFORMATION SHOWN WAS CREATED FROM RECORD INFORMATION AND DOES iRIOT CONSTITUTE A LEGAL BOUNDARY SURVEY. (IF PROVIDED) 8 THESE PLANS DO NOT ADDRESS THE SAFETY AND STABILITY OF THE STRUCTURE DURING ASSEMBLY AND ERECTION, WHICH ARE THE RESPONSIBILITY OF THE ERECTOR, BASED ON THE MEANS AND METHODS CHOSEN BY THE ERECTOR. 9 CONTRACTOR SHALL KEEP VERIZON WIRELESS "NO SERVICE," TO A MINIMUM DURING THE MAINTENANCE WINDOW SCHEDULE FOR THE NEW ANTENNA MODIFICATIONS. .GENERAL CONTRACTOR,,NOTES�:.. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE PROJECT SCOPE OF WORK DEFINED UNDER THE REQUEST FOR PROPOSAL (RFP) FOR THIS PROJECT AND ALL ASSOCIATED ATTACHMENTS AND DOCUMENTS PROVIDED. THE RFP AND ALL ASSOCIATED DOCUMENTS SHALL DEFINE THE COMPLETE PROJECT SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL DOCUMENTS AND IS SOLELY RESPONSIBLE FOR ALL WORK, ALL DOCUMENTS INCLUDED WITHIN THE PROJECT REQUEST FOR PROPOSAL ARE REQUIRED FOR THE COMPLETE PROJECT SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK (EQUIPMENT, MATERIAL, INSTALLATION, TESTING, ETC.) INDICATED IN ALL DOCUMENTS. THE RFP, VERIZON WIRELESS NETWORK STANDARDS AND PROJECT ADDENDUMS AND CLARIFICATIONS ARE COMPLEMENTARY TO EACH OTHER. THE FORMAT OF THE SPECIFICATIONS AND DRAWING NUMBERING PER DISCIPLINE IS NOT INTENDED TO IMPLY SEGREGATION OF SUB CONTRACTOR WORK. CONTRACTOR SHALL ASSIGN ALL SUB CONTRACTOR WORK AND VERIZON WIRELESS WILL NOT ACCEPT ANY CHANGE ORDERS FOR INTERNAL CONTRACTOR WORK ASSIGNMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING ALL RFP DOCUMENTS TO THEIR SUB CONTRACTORS. ALL ,RFP DOCUMENTS ARE REQUIRED TO INDICATE THE PROJECT SCOPE OF WORK, PARTIAL SUB CONTRACTOR DOCUMENT PACKAGES ARE HIGHLY DISCOURAGED. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, REFERENCED STANDARDS, VERIZON WIRELESS STANDARDS, OR AGREEMENT TERMS AND CONDITIONS THE ARCHITECT/ ENGINEER SHALL BE CONTACTED FOR FORMAL INTERPRETATION OF THE REQUIREMENTS. THE CONTRACTOR SHALL BE DEEMED TO HAVE PROVIDED THE DETAILED AND EXPENSIVE INTERPRETATION, ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECT/ EN-GI-N-EER ---INTERPRETATIONS SHALL- -BE---CO-R-RE-CTED-- BY THE CONTRACTOR AT NO EXPENSE TO VERIZON WIRELESS. .'GEND:,�OF ALL LOADS DERIVED FROM REQUIREMENTS OF INTERNATIONAL BUILDING CODE 2009, ASCE 7-05, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" & ANSI EQUIPMENT OR REFER_ ENCE LETTER FIXTURE NUMBEa- OR NUMBER WIND LOADS: IBC 2009 31609 & ASCE 7-05 36.4 (SIMPLIFIED METHOD) SECTION OR DETAIL KEYED NOTE SCALE: OCCUPANCY CAT. = 11; EXPOSURE CAT. — C; IMPORTANCE FACTOR = 1.0 SHEET WHERE DRAWN T.C. 1631,33 SPOT ELEVATION V�F.L. 1631.00— SHEET WHERE TAKEN OCCUPANCY CAT. = 11; SITE CLASS = D SECTION LETTER mV TOP OF WALL CONTROL OR DATUM POINT 16,39.00 SHEET WHERE DRAWN SDS = (2/3) Sins PROPERTY LINE SHEET WHERE TAKEN 6.5 (LIGHT•FRAMED WALLS W/ WOOD STRUCTURAL PANELS), DETAIL NUMBER 4.0 (ORDINARY REINFORCED CONCRETE SHEARWALLS) COMMUNICATIONS STRUCTURES: EXISTING CONTOUR SHEET WHERE DRAWN SHEET WHERE TAKEN I PROPOSED CONTOUR CENTERLINE 0 ROUND/DIAMETER d PENNY r„ APPROXIMATELY STRUCTURAL:,DE I.G.W.C.R11TERI.At, ALL LOADS DERIVED FROM REQUIREMENTS OF INTERNATIONAL BUILDING CODE 2009, ASCE 7-05, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" & ANSI TIA-222—G "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS". BUILDING STRUCTURES: WIND LOADS: IBC 2009 31609 & ASCE 7-05 36.4 (SIMPLIFIED METHOD) Vas = 90 MPH OCCUPANCY CAT. = 11; EXPOSURE CAT. — C; IMPORTANCE FACTOR = 1.0 2 SEISMIC LOADS: IBC 2009 31613 & ASCE 7-05 312.14 (SIMPLIFIED METHOD) OCCUPANCY CAT. = 11; SITE CLASS = D V = F(s2sjw R F = 1.0 (SINGLE—STORY), 2.0 (TWO STORY), 3.0 (THREE STORY) SDS = (2/3) Sins R = 1.5 (ORDINARY PLAIN CONCRETE SHEARWALLS), 6.5 (LIGHT•FRAMED WALLS W/ WOOD STRUCTURAL PANELS), 4.0 (ORDINARY REINFORCED CONCRETE SHEARWALLS) COMMUNICATIONS STRUCTURES: WIND LOADS: IBC 2009 31609, ASCE 7-05 36.5.15 & ANSI TIA-222—G V = 90 MPH (3—SEC, GUST) V = 50 MPH (Y4" RADIAL ICE) STRUCTURE CLASS. = 11; EXPOSURE CAT. = C; IMPORTANCE FACTOR = 1.0 2 SEISMIC LOADS*: IBC 2009 31613, ASCE 7-05 §15.6.6 & ANSI TIA-222—G *MAY BE IGNORED FOR STRUCTURE CLASS I AND/OR EARTHQUAKE SPECTRAL RESPONSE FOR SHORT PERIOD (Ss) S 1.0 STRUCT. CLASS. = 11; OCC. CAT. = 11; SITE CLASS = D; IMPORTANCE FACTOR = 1.0 V = Sds(W)I (EQUIVALENT LATERAL FORCE PROCEDURE (METHOD 1)) R �_ V = Faaz Wz I (EQUIVALENT MODAL ANALYSIS PROCEDURE (METHOD 2)) R (12) EXISTING VERIZON WIRELESS PANEL ANTENNAS 3) EXISTING VERIZON WIRELESS INVERTED OMNI ANTENNAS NG VERIZON WIRELES EQUIPMENT SHELTE DESIGNED FOR: I m venzonwireless EXISTING 152'-4 MONOPOLI EXISTING ( W/ BELLY VIEW OF (LOOKING DOWN) ! Q �l ! I-) , " 1 ) "I T EF E" _. LESS ITID' C�E;' E x\ I S T I 1 01' �' 11 , r -� � 1 1 1 E X I S T 1 0 -1 E X S T 1 W/l/ GRAVEL EXISSTING 152'-4" MONOPOLE (1 2) EX l� tJSTJ�J- 1_7 PAl"AlEL ANTIENI'\JAS 9 TO FEMA1111 (3) TO BE REMOVED \ X I S T! 1,J A G H, N L 1 K\ j L LE N C L CD S U F E X (3) PROPOSED 6' (LTE) PANEL Z ANTENNAS E" 1 ,,,Jlv(E ID 71 ED L 0 0 0 P D, T'-,/P E S, T I k I S' B 0 L L,-1 "I 0 E X! S' TIlk! Gj 0 i T D 0 0 IF\) D I E S E L 'C_; LEJ\]tf-_ R,z�', 0 R BE LY ,l F D FUEL 60' FENC"'El- --------------------- ------------ -------- ------ ------- --- ---------- - ----- -- ---- - - --------- ------- -- - - - - -- -- --- ------- .......... ------- ------ --- ------- -- - - - ------- ------------ ----------- --- ------- -- ----- 10 0 10 . ...... .... J._..� m._m__I SCALE: 1 10' OVERALL SITE PLAN' J NORTH THESE DRAWINGS AND, SURVEYS ARE COPYRIGHT PROTECTED AND THE SOLE PROPERTY OF TOWERCOM TECHNOLOGIES, LLC AND PRODUCED FOR THE USE OF OUR CLIENT. ANY REPRODUCTION OR USE OF THE INFORMATION CONTAINED WITHIN SAID DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF TOWERCOM TECHNOLOGIES, LLC. 1J, 1 Ld > fl, :7 0 uJ 00 00 C", o > U) < 0 cn < < X 0 n Z 0 Woo N --- cf) LLJ 0 < z 0 m 0 a- < LLJ r. Lj n- X 0 LLJ C) 0 :D 3- > 0 M Lij 0 o < CL n > LJ z 0 Lu r>� I 0 I I— I 1J, 1 HT1\,'''r\JC, t'OD Ilk C" O'p 1 4 152,_x„ TOP OF MONOPOLE H�,,J'V` PTE-D 0 ivi, 1\1 T 9' E,,T. IINVEPTED OMNI K E Y C.O.R. w CENTER OF RADIATION A. L. = ATTACHMENT LEVEL B. T. = BOTTOM TIP LEVEL T.T. = TOP TIP LEVEL A.G.L. = ABOVE GRADE LEVEL BOTTOM OF BASE PLATE MAINE SCALE: N.T.S. EXISTII`,dG VERIZON WIRELLES-S EXISTING r'l,'--'LE BRIDGE E-QUIPMENT SHELTER �\ EX I G:�TiiNG 1\\j Ts p 0'_G„ rLB.O.B.P. GHTNING ROD /9\ EX!\ A NAS M REMAIN\ N' I C--'T ' –31 I N C� T t L ANTENI',W–S (TO BE REMOVED) EXISTING RTED 0 dVE 'I'MI",11 1 v L L - I --?; —4" 1\,10 1\1 0 P 0 L E EXISTING OUTDOOR, DIESEL GENERATOR \/V /,/ B E L LY MOUNTED FUEL TANK L I E- it li 1L s 7 7� 77 - 7777 7 77 15 2'- 4 " ,-LTOP OF MONOPOLE 152'-0" CaO-R, 1--, DESIGNED FOR: venzonwireless 14 mow X . v (3) PROPOSED 6' i PANIEL ANII 7 ENNAS (LTE)L ,-1 � - 1 S T I I \\J S '1 4 L- EXISTING VERIZON. WIRELES..,., ANTENNA LE NO. ATTACH AZIMUTHS ANTENNA TYPE ANTENNA TYPE ANTENNA MOUNT COAX (QUANTITY) NOTES LEVEL (COR) (DEG., TN) _ -- — — -- 22 7 0 QUANTITY TYPE SIZE (NOMINAL) 5 A ANTEL BXA- 70063/6CF 1 6 - - ANTEL RWA80014 9 QUADRANGLE MAP FOR NECESSARY MECHANICAL DECLINATION. (9) 9, TO REMAIN 6 PANEL ANTENNA (EXISTING) 4' PANEL ANTENNA E 152' —G,> 240' ANTEL BXA-- 70063/6CF B 153'-4" 90° 3 TOP PLATFORM 6' PANEL ANTENNA 12' INVERTED OMNI ANTENNA 3 (3) 15/), TO REMAIN F 320® ANTEL BXA-70063/'6CF 1 (2) 15/8 D C 6' PANEL ANTENNA , CSS XP 18 -60 PANEL ANTENNA 3 (6) 15A„ TO E REMOVED m la EXIST s c jf, / \ LJ NO' a _ y AZIMUTHS ANTENNA TYPE ANTENNA MOUNT COAX (QUANTITY) MECHANICAL -Y"\ � - l L ea —_ \ a�f — v _ -- — — -- 22 7 0 h / �' / ", �, 90' D 5 65' la EXIST 1 DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER . NO' ATTACH AZIMUTHS ANTENNA TYPE ANTENNA MOUNT COAX (QUANTITY) MECHANICAL ESTIMATED LENGTH OF THE CABLES. CONTRACTOR TO VERIFY ALL LEVEL (COR) (DEG., TN) QUANTITY TYPE SIZE (NOMINAL) DOWNTILT D 5 65' ANTEL BXA- 70063/6CF 1 6 (2) 1 %" O QUADRANGLE MAP FOR NECESSARY MECHANICAL DECLINATION. 6 PANEL ANTENNA (EXISTING) E 152' —G,> 240' ANTEL BXA-- 70063/6CF 1 TOP PLATFORM (2) 1 � 3 6' PANEL ANTENNA (XiSTING) (LEX S ' G F 340° ANTEL BXA-70063/'6CF 1 (2) 15/8 D 6' PANEL ANTENNA (EXISTING) NOTES: . FOR EXACT ANTENNA INFORMATION REFER TO THE RF DESIGN. 2. CONTRACTOR TO USE (6) 15/8 "O EXISTING COAX FOR PROPOSED ANTENNAS. 3. CONTRACTOR TO INSTALL DIPLEXERS IN SHELTER AND ON TOWER AS REQUIRED BY RF DESIGN. (IF APPLICABLE) VENERAL. ANTENNA �. 1 DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER . ANTENNA. 2 LENGTHS GIVEN ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION. 3 TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES. CONTRACTOR TO VERIFY ALL ACTUAL LENGTHS IN FIELD PRIOR TO INSTALLATION AND NOTIFY THE FIELD ENGINEER FOR VERIFICATION OF SIZES OF CABLES. 4 CONTRACTOR TO PROVIDE AS BUILT FOR THE LENGTH OF CABLES UPON COMPLETION OF INSTALLATION. 5 CONTRACTOR TO PROVIDE FINAL CABLE LENGTHS AND RETURN LOSSES FOR ALL CABLES. 6 ALL AZIMUTHS REFERENCE TRUE NORTH. CONSULT REQUIRED QUADRANGLE MAP FOR NECESSARY MECHANICAL DECLINATION. PROJECT NAME: ID6 MADISON as " INSTALLATION EXISTING COMMUNICATION IT