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Home My WebLink About022-738-14-3103-LUP-2021-034SITE PHOTO PROJECT INFORMATION SITE NAME: RADISSON WI ATC COUNTY: SAWYER ADDRESS: 10424W STATE HIGHWAY 27/70 OJIBWA, WI 54862-4130 JURISDICTION: COUNTY OF SAWYER SITE NUMBER: 311284 FA NUMBER: 10587505 PTN: 3354AOWC91/3354AOWY3A/3354AOWZ2G /3354AOWY3P/3354AOWY96/3354AOWY49 PACE: MRCH1052753/MRCH1053747/MRCH1053748 /MRCH1053753/MRCH1053717/MRCH1053722 USID: 295664 LATITUDE: 45' 46' 32,7108" N 45,7757530' LONGITUDE: 91' 12' 34.5996" W-91,2096110' TOWER OWNER: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 LANDLORD CONTACT: ATC NOC (877) 518-6937 APPLICANT: AT&T WIRELESS 930 NATIONAL PARKWAY SCHAUMBURG, IL 60173 PROJECT CONSULTANTS PROJECT STEVEN RICK, ATC MANAGEMENT: STEVEN,RICK@AMERICANTOWER.COM SITE AUDRA KOHLER, SMJ ACQUISITION: AKOHLEROSMJ-LLC.COM AT&T MOBILITY PROJECT: NEW COLLOCATION SITE #: W13222 FA #: 10587505 PTN #: 3354AOWC91 /3354AOWY3A/3354AOWZ2G /3354AOWY3P/3354AOWY96/3354AOWY49 PACE #: M RCH 1052 753/M RCH 1053747/M RCH 1053748 /MRCI-11053753/M RCH 1053717/MRCH 1053722 JURISDICTION: COUNTY OF SAWYER SITE NAME: RADISSON WI ATC ADDRESS: 10424W STATE HIGHWAY 27/70 OJIBWA, WI 54862-4130 NOT TO SCALE Chippewa River r DRIVING DIRECTIONS Chippewa ho a 1 O _S� NORI'Fh NOT TO SCALE LOCAL MAP SITE S� S� ar° � pF r� I NORTH ARCHITECT PETER LICHOMSKI, AIA DIRECTIONS FROM: VERONA AIRPORT (COORDINATING 49030 PONTIAC TRAIL, SUITE 400, PROFESSIONAL)1 WIXOM, MI 48393 HEAD WFSI' ON GRANCNfGW Rf7 IGWAR0 OLD PR / COUNTY HWY-•I'a 0.5 M1, TURN RIGHT PH: (248) 705-9212 ONTO OLD P6 / COUN'fY HWY-PB D,5 W, TURN RtGITL ONTO VERONA RD .110 � 1', TAItF RAMP FOR US-'151 E / US- 1T1 F / VERONA RD 4.4 Ml, TAKE RAMP LEFT I OR US - 12 vv / US-14 W/ w HELTI.INE !1W'f W 47.4 M1, TAKE RAMP RIGHT AND FOLLOW :,IGNS FOR 1-90 CONSTRUCTION: MASTEC NETWORK SOLUTIONS WET 1- S 54 WES T 4' / 1,2 MI KEEP F1 C tLHT ONTO - � 0 O i !74 W 7fi.L) MI, AT .EFIi 70, AlTt£ RA}vll' 1351 E. IRVING PARK ROAD RIGHT FOR [AS-.53 NIJRTFI TOWARD EAU CLAIRE / SUPERIOR 25A MI, AT EXIT T SO, TAKE ITASCA, IL 60143 RAMP RIGHT FOR WI-40 TO.WARI) UL0mrr,1 / COI.L'AX 0.2 MI, TURN RIGI.11 ONTO W-1 -40 M7 MI, 1URN LEFT' TO :iTAY ON WI-40 / MAIN ST 1.4 MI, I1.IRN RIGH'I OhfTO WT-64 / INI-40 / STATE HIGHWAY 64 1.9 MI, TURN LL.1 T ONTi'1 WI -AI) / S'iAiE 1IIGMNAY -10 28.2 CAI 11AIZN LEFT ONTO US--8 W / W ARTHUR AVE 0.6 MI, TURN RIGH1 ONTO l71 i10 / rd STATT ROAD 41) 23.9 MT, TURN RIGHT 'ONTO 6yl-i0 / WI-27 / W 0AAHA: T 03 MI ARRIVED AT 10424W STATE 11IGHWAY 27/70, [1.HBti'A, WI 54862.-41.)Q CALL WISCONSIN ONE CALL (800) 242-8511 7 CALL 3 WORKING DAYS C BEFORE YOU DIG! DRAWING INDEX T1 TITLE SHEET SP1 NOTES & SPECIFICATIONS Al COMPOUND PLAN A2 EQUIPMENT PLAN & TOWER ELEVATION A3 ANTENNA PLAN, ANTENNA & CABLE CONFIGURATION A4 WALK UP CABINET PLATFORM DETAIL AS ANTENNA, RRH AND MOUNTING DETAIL A6 ANTENNA, RRH AND MOUNTING DETAIL A7 WUC DETAILS A8 ANTENNA MOUNTING DETAIL A9 EQUIPMENT DETAIL A10 EQUIPMENT DETAIL A11 AUTOMATIC TRANSFER SWITCH DETAIL 712 AUTOMATIC TRANSFER SWITCH DETAIL A13 CABLE LADDER DETAIL A14 CABLE NOTES AND COLOR CODING E1 ELECTRICAL ONE -LINE & PANEL SCHEDULE G1 GROUNDING PLAN G2 GROUNDING DETAILS R1-R6 SUPPLEMENTAL SCOPE OF WORKS THIS IS NOT AN ALL INCLUSIVE LIST, CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT, CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THI; PROJECT GENERALLY CONSISTS OF THE FOLLOWING: Aff-0N&-L-E'AL - INSTALL 3 PROPOSED SABRE C10857001C SECTOR MOTINTS. - INSTALL �6� PROPOSED AT&T NNH4-65C-R6-V3 ANTENNA, - INSTALL (3) PROPOSED AT&T AIRSCALF TRI RRH 4T4R B12/14/29 3.7DW AHLDRA, - INSTALL (6) PROP[MED AT&T AIRSCALE DUAL RRH 4T4R 1325/66 320W AI-IFIB. INSTALL (3) PROPOSED AT&T AIRSCALE RRH 4T4R B5 16OW AHCA. - INSTALL (3) PROPOSED AT&T AIRSCALE RRH 4T4R B30 10OW AHNA. - INSTALL (2) PROPOSED AT&T RAYCAP DC9-48-60-24-8C-EV- - INSTALL (2) PROPOSED 24 PAIR FIBER TRUNKS. - INSTALL (5) PROPOSED ,#6 AWG DC TRUNKS. - INSTALL PROPOSED CABLE LADDERS. GROuhF SP - INSTALL (1) DELTA ESOF030-HCU SERIES WUC WALK UP CABINET - INSTALL (1) KOHLER MODEL 20REOZK-C GENERATOR WITH A 105 GALLON TANK MOUNTED ON PLATFORM - INSTALL (1) PLATFORM NSTALL (1) AMIA, (3) ABIA, (1) ASIA, (1) ABIL, (1) ASIK, FSM4 ASIA C1, 5GNR ASIK C2 - INSTALL (2) DC12-48-60-0-25E ON ICE BRIDGE CODE COMPLIANCE • 2015 INTERNATIONAL BUILDING CODE • 2017 NATIONAL ELECTRIC CODE REFERENCE MATERIALS THESE DRAWINGS ARE BASED AT&T SCORING DOCUMENT REVISED REDS PENDING. CONTRACTOR TO USE LATEST VERSION WITH CD'S PER SCOPE OF WORK. SPECIAL NOTES • ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT AT&T CONSTRUCTION INSTALLATION GUIDE. EXISTING CONDITIONS WILL BE CHANGED & VERIFIED IN FIELD. IF SIGNIFICANT DEVIATIONS OR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATEI;Y, ■ THES E DRAWIN GS AR E FUL L SIZE & SCA LEAB LE ON • STATEMENT THAT COMPLIANCE WITH THE ENERGY CODE IS 1 NOT REQUIRED -SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTERIOR ENVELOPE OF BUILDING, HVAC SYSTEMS OR 'ELECTRICAL LIGHTING, DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS 88 CONDFTIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. IAT&T 7100 XERXES AVE S, 3RD FLOOR BLOOMINGTON, MN 55431 A AMERICAN TOWER SITE DESIGN sr o•-+r-1, PT(rnnc LJN s75:o� �axr, ;1nrlYic�a'.nu�.a s�,,e L/A\B 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REVISIONS REV- DATE DESCRIPTION INITIALS A 12/14/20 ISSUED FOR REVIEW RC 0 02/23/21 FINAL CD RC NOT FOR CONSTRAITICO UNLESS LABELED AS CONSTg101ON SET W13222 10587505 RADISSON WI ATC 10424W STATE HIGHWAY 2717L1 OJIBWA, WI 54862-4130 SHEET TITLE TITLE SHEET SHEET NUMBER T1 O B COMPOUND PLAN EXISTING 6'-0" CHAIN LINK FENCE W/3 STRANDS BARBED WIR EXISTING 196'-5" HIGH SELF SUPPORT TDWER�- S E E E fII.: 1 T , M/D GRAVEL `r7 SURFACE i• t l x� GRAVEL SURFACE PROPOSED 4" METALLIC CONDUIT FOR FIBER PROPOSED DIESEL KOHLER PROPOSED ATS MODEL 20REOZK-C GENERATOR WITH A 105 GALLON TANK - PROPOSED ICE BRIDGE SEE DETAIL A9 & A10 - SEE DETAIL 4/A PROPOSED SITE PR01 PROPOSED PLATFORM WCL6 CABLE LADDER - SEE DETAIL A4 - SEE DETAIL A1$ PROPOSED 300 SQ. EXISTING OTHER CARRIER ICE BRIDGE E E E PROPOSED 3" METALLIC CONDUIT WITH 3-#3/0 AND 1-#6 GROUN15 100'-0" FENCE & LEASE AREA FT. GROUND SPACE - _ x Fo I I I —EXISTING GEN. UEE OTHER I FILL POINT V-6' XHELTER-0" XROUNDE AV II x x x {� r; r 06" SITE PHOTO 2 2 7AT5&S. T 3RD FLOOR BLOOMINGTON. MN 55431 A AMERICAN TOWER SITE DESIGN 3s 10 REEM(Ey 1'ARAWAY, S -- CA3 VJ• klf fARGLI.VAe,,8 PHONE: (a,$)46a-m,� L /Af 3 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REVISIONS REV• DATE DESCRIPTION INITIALS A .12/14/20 ISSUED FOR REVIEW RC 0 62/23/21 FINAL CD RC NOT FOR CONSTRUC-10 UNLESS LABELED AS CONS UCTION SET — -- — .- W13222 10587505 RADISSON WI ATC 10424W STATE HIGHWAY 27/711 OJIBWA, WI 54862-4130 NORTH 11_'x17" SCALE: 1/16" = 1'-0" 1 3 1 SITE PHOTO 1 SHEET TITLE COMPOUND PLAN SHEET NUAIOER Al LIGHTING ROD PROPOSED (2) 2A PAIR FIBER TRUN PROPOSED (5) AWG DC TRUNKS PROPOSED TELCC RUN FROM DC P PLANT TO DC12s PROPOSED (1) AMIA, (3) ABTA, (1) ASIA,(1) ABIL, (1) ASIK PROPOSED FSM4 ASIA C PROPOSED 5GNR ASIK C ED ICE BRIDGE DETAIL 4/A6 ED (2) DC12-48-60-0-25E INSTALLED ON ICE -BRIDGE - SEE DETAIL 5/A6 PROPOSED ATS 1 NROVOSED 2 STRINGS OF CS YUASA PYL12V160FT BATTERIES >PR]POSEO WUC EQUIPPED WITH PROPOSED 5100 DC POWER PLANT, 8 RECTIFIERS AND NO CONVERTER MODULES PROPOSED DELTA ESOF030-HCU SERIES 3 BAY WALK UP CABINET (WUC) - SEE DETAIL A7 PROPOSED PLATFORM - SEE DETAIL A4 PROPOSED HELICAL LEG (TYP) {PROPOSED DIESEL KOHLER MODEL 20REOZK-C GENERATOR WITH A 105 GALLON TANK - SEE DETAIL A9 & A10 TOP ❑F Exl K10 I.IGHTIN D ELEV. 200�-0" AGL �— TOP PE EXISI'ING_ SELF SLIPP R TO] E I I ELEV. 196'-6" AGL F9 T9P SSE PROPOSED AT&TPANEL ANTENNAS _ ELEV, 184'-D" AGL OFL-PROPOSE❑ AT&T PANEL A�if TENNAS ELEV, 180'-0" AGL (3) PROPOSED AT&T LTE PCS NOKIA AIRSCALE DUAL. RRH 4 4R B25/66 320W AHFIB (1) MH PER SECTOR IN POSITION 4. (TYP. OF 3 SECTORS) - SEE DETAIL 4/A5,3/AA (3) PROPOSED AT&T LTE 850/5G PCS/LTE AWS PANEL ANTENNAS W/(3) PROPOSED LTE 850 NOKIA AIRSCALE RRH 4T4R B5 160W A" CA (4) EACH PER SECTOR IN POSITION 4. (TYP. OF 3 SECTORS) - SEE DETAIL 2/A5,3/A5,4/A5 (2) PROPOSED AT&T DC9-48-60-24-8C -EV - SEE DETAIL 5/A PROPOSED (5) #6 AWG DC TRUNKS PROPOSED (2) 24 PAIR FIBER TRUNKS EXISTING 196'-6" HIGH SELF SUPPORT TOWER - NOTES: THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY; PLEASE REFER TO STRUCTURAL DOCUMENTS (PREPARED BY OTHERS) FOR PrU)JECT STRUCTURAL CALCULATION AND rESULTS, NO WORK IS TO BE DONE WITHOUT AN APPROVED STRUCTURAL ANALYSIS PROVIDED BY OTHERS, PROPOSED SITE PR01 WCL6 CABLE LADDER - SEE DETAIL A13 PROPOSED ICE BRIDGE ! - SEE DETAIL 4/A6 PROPOSED DELTA ESOF030-HCU SERIES 3 BAY WALK UP CABINET (WUC) - SEE DETAIL A7 PROPOSED DIESEL KOHLER MODEL 20RE07K-C GENERATOR WITH A 105 GALLON TANK- SEE DETAIL A9 & Al 4 EXISTING OTHER CARRIER ANTENNA (TYP) (3) PROPOSED AT&T LTE AWS NOKIA AIRSCALE DUAL RRH 4T4R B25/66 32OW AHFIB (1) .EACH PER SECTOR IN POSITION 2. (TYP. OF 3 SECTORS) - SEE DETAIL 4/A5,3/A6 (.3) PROPOSED .AT&T LTE 700/LTE PCS/LTE WCS/1_TE AWS PANEL ANTENNAS W/(3) PROPOSED AT&T- LTE 700 NOKIA AIRSDALE TRI RRH 4T4R B12/14/29 37OW AHLBBA Cl) EACH PER SECTOR IN POSITION 2. (TYP. OF 3 SECTORS) - SEE DETAIL 5/A5,3/A5,4/A5 (3) PROPOSED AT&T LTE WCS RRH NOKIA AIRSCALE AIRSCALE RRH 4T4R B30 10OW AHNA (1) EACH PER SECTOR IN POSITION 2. (TYP. OF 3 SECTORS) - SEE DETAIL 4/A5,1/A5 (3) PROPOSED SABRE C10857001C SECTOR MOUNTS - SEE DETAIL 1/A8 PROPOSED RRUs MUST BE INSTALLED A MINIMUM OF 12" AWAY FROM FIRSTNET ANTENNAS PER MOUNT ANALYSIS COMPLETED BY RTC, DATED 12/07/2020, THE PROPOSED MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING SPECIAL NOTES:. 1, GC TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION, GC SHALL NOTIFY P.M. AND ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. STRUCTURAL/ DESIGN & ANALYSIS SHALL BE PERFORMED & APPROVED BY TOWER OWNER AND MANUFACTURER (STRUCTURAL ANALYSIS BY OTHERS) 3, STRUCTURAL ANALYSIS PERFORMED BY OTHERS, CONTRACTOR TO THOROUGHLY REVIEW THE TOWER STRUCTURAL ANALYSIS FOR INFORMATION PERTAINING TO TOWER UPGRADES, MOUNTING TYPES, ANTENNA HEIGHTS, AND CABLE ROUTING, ANY OTHER DISCREPANCIES BETWEEN THE DRAWINGS, STRUCTURAL ANALYSIS, AND TOWER PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO BIDDING AND INSTALLATION. AT&T 7900 XERXES 3RD FLOOR BLOOMINGTON, MN 55431 AMERICAN TOWER SITE DESIGN 35— REGENCY PA RrNA)', srr , oo Cr RY :IORTIi CAROLIVA �,,8 RRove:(9:q)t6a-o : 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REVISIONS REV. DATE DESCRIPTION INITIALS A 12/14/26 ISSUED FOR REVIEW RC 0 02/23/21 FINAL CD RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WI3222 10587505 RADISSON WI ATC 10424W STATE HIGHWAY 27/70 OJIBWA, WI 54862-4130 + EXISTING OTHER SHEET TITLE EQUIPMENT _ — v � EQUIPMENT SHEL'}'E EXISTING CHAIN PLAN & TOWER LINK FENCE ELEVATION Ilk - - - - SHEET k013ER NORTH A2 PROPOSED EQUIPMENT PLAN 22"x34' SCALE: 1/2' = 1'-0' 4• 3 11%11" SCALE: 1/4' = r-0" 1 PROPOSED TOWER ELEVATION 22"x34" SCALE: 3/32" - r-0•• '1i 4' 8' 11"x 17" SCALE: 3/64•' 1• 0" 2 I_u,vMMA SECTOR (3) PROPOSED SABRE C10857001C SECTOR MOUNTS - SEE DETAIL 1A PROPOSED SITE PRO1 WCL6 CABLE LADDER - SEE DETAIL A13 POS C4 AZIMUTH 290' (LTE 850/5G PCS/LTE AWS) POS C3 (EMPTY) POS C2 AZIMUTH 290' (LTE 700/LTE PCS/LTE A2 WCS/LTE AWS POS C1 (3) PROPOSED AT&T LTE AWS NOKIA AIRSCALE DUAL RRH 41'4R U25/66 320W AHFIB (1) EACH PER SECTOR IN POSITION 2. (TYP. OF 3 PER MOUNT ANALYSIS COMPLETED BY ATC, 010 - SECTORS) - SEE DETAIL FJA5,3/A6 DATED 12/07/2020, THE PROPOSED MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED �� AT&T POS Al 3 P ( ) PROPOSEDAT&T LTE 700/LTE PCS/LTE WCS/LTE LOADING 7900 XERXES AVE S, (EMPTY) AWS P.ANCL ANTENNAS W/(3) PROPOSED AT&T LTE 700 3RD FLOOR BLOOMINGTON, MN 55431 NOKIA AIRSCALE TRI RRH 4'C4R B12/14/29 370W POS A2 AHLBBA (1) EACH PZR SECTOR IN POS17ION 2. (TYP. OSED RRUs MUST BE AZIMUTH OF 3 SECTORS) - SEE DETAIL 6/A5,3/A5,4/A5 LLED A MINIMUM OF 8" [AA s0' FROM FIRSTNET ANTENNAS (LTE 700/LTE PCS/LTE Ak WCS/LTE AWS) POS B3 —Eaw POS B1 (EMPTY) POS B2 (EMPTY) POS 84 AZIMUTH AZIMUTH 0, 190• 1 so• (LTE 700/LTE (LTE PCS/LTE PCS/LTE AWS) WCS/LTE AWS BETA SECTOR (3) PROPOSED AT&T LTE WCS RRH NOKIA AIRSCALE AIRSCALE RRH 4T4R 830 10OW AHNA (1) EACH PER SECTOR IN POSITION 2, (TYP, OF 3 POS A3 SECTORS) - SEE DETAIL 4/A5,1/A5 (EMPTY) POS A4 AZIMUTH 60' � (LTE 850/SG ALPHA SECTOR \\ PCS/LTE AWS) (3) PROPOSED AT&T LTE 850/5G PCS/LTE AWS PANEL ANTENNAS W/(3) PROPOSED LTE 650 NOKIA AIRSCALE RRH 4T4R B5 16OW AHCA (1) EACH PER SECTOR IN POSITION 4. (TYP. OF 3 SECTORS) - SEE DETAIL 2/A5,3/A5,4/A5 (3) PROPOSED AT&T LTE PCS NOKIA AIRSCALE DUAL RRH 414R B25/66 320W AHFIB (1) EACH PER SECTOR IN POSITION 4. (TYP. OF 3 SECTORS) - SEE DETAIL 4/A5,3/A6 (2) PROPOSED AT&T DC9-48-60-24-8C-EV - SEE DETAIL 5/A5 Ch 4 F NORTH PROPOSED ANTENNA PLAN 22.34SCALE: 3-- = r-o R11 t 2' 11"0 7" SCALE: 3/16" = 1'-0• 2 IINUL.UULJ JAYLIY IAUIUK OF 2U FI. (10 FI, AT BOTH ENDS OF CABLE RUN), CONTRACTOR TO VERIFY RF DATA AT&T WIRELESS CONSTRUCTION MANAGER AND/OR RE ENGINEER PRIOR TO INSTALLATION PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE 1 AMERICAN TOWER SITE DESIGN 3Soo REGENCY P ARrY_-Y, 9FEm. CART, NORTH CARGLI\A e75,8 PHONE: (9:n)46a-o n LA B 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REVISIONS .REV. DATE DESCRIPTION INITIALS A 112/14/20 ISSUED FOR REVIEW RC 0 02/23/21 FINAL CD RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET W13222 105B7505 RADISSON WI ATC 10424W STATE HIGHWAY 27/71) OJIBWA, WI 54862-4130 SHEET TITLE ANTENNA PLAN, ANTENNA & CABLE CONFIGURATION SHEET NUMBER A3 A,M ERII-CAN 1110WER" C 0 R P 4 R A T 1 K] N Antenna Mount Analysis Repart. ATC Site, Name ; CHIPPEWA WI, Wl ATC Site Number ; 311284 Engineering Number 13317462 C8_01 Mount Elevation 190 fk Carrier AT&T Mobility Carrier Site, Name ; MRCHIDS2753 CarrierSite Number ; WIL0:3222 Site Location ; 10424W State Highway 27170 OJIBWA, W1 54862-41!30 4S.77575278' ,-91.20961111 County Date Max (Usage Result Prepared By: Kyle,Sarnmarco Structural Engineer Sawyer Denenil) er 7, 2020, 48% Pass Reviewed By: " � r ORYRN K, LAMER CA :N rrM1.� ra. ��i�. o,7 flew. ) 0 09:21:3? rCC?at�il COA: 4069-11 ��Tu.+er Ss�.ic=•3W.]fv�:rs�Perkti.�Y, Su7e L]L�-S�,NC 273L'•.•91?.Se91i12 Crtfce•?i5.tlefi �14iaa -nwn.yrxr'r-r�:uxrrrom Eng. Number 13317452_C8_4'1 December 7, 2020 AMrMR116AN TQWEFt- Page 1 rntPn1171fM 111tr9[fL}Cti00- The purpose of this report is to summarize resu Its of the antenna mount analysis performed for AT&T Mobility at'18o ft- , Specifications Sheet Sabre C10957001C, dated February 5, 2015 Radio Frequency Data .ShII RFOS IQ #10.597505, dated) November 17, 2020 Analysis This antenna mountwas analyzed using American Tower Corporation's Mount Analysis Program ands RISA-3[7 Conclusion Based on the analysis results, the antenna mount meetsthe requirement; per the applicable codes listed above. The mount can support the equipment as described in this report- e, Analysis is based on new Sabre C10857001C sector frame or approved' equivalent. if you have any questions or require additional information, please contactkmerican Towervra email at EngineeringCa@ame�icantowe.r-com. 'Please include the American Towersite name, site dumber, and engineering number in the subject line for any questions- �TCTQ„x1'aetii�r - 3970 Fr�ersf P.r4va1, su'r�e:1a� - CYY;. HC 2737:- 415.4ESi71L' Cifoe - :31S.4fi6_'4S Fdl - •nwM.Y.Gri:rrunlYr.[om NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. SHEET TITLE SUPPLEMENTAL SHEET NUMBER R4 Application Loading Mount Antenna Q�nterllne Centerline (it) tt 190.0 H0.0 Stnicture Usages A AMKK1 CAN1 T0VVKR• rnrrnrtr in Eng. Number 13,317462_CS_01 December 7, 2020 Page 2 CmY 6 Antenna Model 'Conarnscope NNH4-65C-11643 (102.5 lbs) 2 Ray€ap DC9-4&60-244GE.11 3 Nokia AirS€ale RRH 4T411 B5 160W AHC4 3 Nokia RRH 4T4R B30 10OW AHNA (34-2lbs) 3 Nokia AHLBBA fi Nokia AirScale Dual RRH 4T4R 1325 f 66 320NAFIFIB (66-1lbs) SinucturaI Component Controlling U"ge Pass/Fail Horizontals 2g96 Pass Verticals 20% Pass Diagonals 15% Pass Tie -Backs $% Pass Mount Pipes 49% Pass :;TC7c.�, J Se1ic� - 3S� F:��r_ f F.rFxa..�3u�e LOCH - C��, NC 2;SiE• n13.i63.Pi32 ffffie: - 315t45fi �3 � •'MwN.r�nervr.�efcnm NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. SHEET TITLE SUPPLEMENTAL SHEET NUMBER R5