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,. _ <br /> cill TOWER INFORMATION <br /> C R�� N TOWER MANUFACTURER/DWG#: VALMONT I DWG#DD0656Z <br /> P T L E TOWER HEIGHT/TYPE: 162.08 FT MONOPOLE TOWER <br /> TOWER LOCATION: LAT 47°56'32.81" <br /> DATUM: (NAD 1983) LONG -122° 15'42.95" <br /> TOWER MODIFICATION DRAWINGS ELEV 485.45 FT AMSL <br /> STRUCTURAL DESIGN DRAWING: CCI/WO# 1996736 <br /> STRUCTURAL ANALYSIS REPORT: CCI/WO# 1969303 <br /> STRUCTURAL ANALYSIS DATE: 05/27/21 <br /> PROJECT CONTACTS: ORDER#: 559128 REV# 1 <br /> SITE NAME: NORPRO 1 . CROWN PROJECT MANAGER CCISITES DOCUMENT ID: 9795751 <br /> BU NUMBER: 826263 BRIAN BECKHAM <br /> (205) 909-2030 CODE COMPLIANCE <br /> BRIAN.BECKHAM@CROWNCASTLE.COM THIS MODIFICATION DESIGN IS BASED ON THE REQUIREMENTS OF THE <br /> TWO CHASE CORPORATE DRIVE, SUITE 105 TIA-222-H STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND <br /> BIRMINGHAM, AL 35244 ANTENNA SUPPORTING STRUCTURES BASED UPON AN ULTIMATE <br /> SITE ADDRESS: 3-SECOND GUST WIND SPEED OF 98 MPH WITH NO ICE AS REQUIRED BY <br /> 2215 MERRILL CREEK PKWY 2. CROWN DESIGN ENGINEER (EOR) THE 2018 WASHINGTON STATE BUILDING CODE, 30 MPH WITH 1 INCH ICE <br /> TRUC LAC, P.E., S.E. THICKNESS AND 60 MPH UNDER SERVICE LOADS, EXPOSURE CATEGORY C <br /> EVERETT, WA 98203 AND RISK CATEGORY II. SEISMIC FORCES WERE CONSIDERED BASED ON <br /> SNOHOMISH COUNTY, USA (724)416-9627 SPECTRAL RESPONSE FACTORS SS=1.368 AND S1=0.468. <br /> EORAPPROVAL@CROWNCASTLE.COM <br /> 2000 CORPORATE DRIVE <br /> CANONSBURG, PA 15317 <br /> aCROWN <br /> CASTLE <br /> THIS DRAWING IS COPYRIGHTED AND IS THE <br /> SOLE PROPERTY OF CROWN CASTLE.IT.IS <br /> PRODUCED SOLELY FOR USE BY CROWN <br /> CASTLE AND ITS AFFILIATES.REPRODUCTION <br /> HOT WORK INCLUDED NO. DATE DESCRIPTION BY OR USEATI THIS NAINED AND/ORISTHE <br /> INFORMATION CONTAINED IN IT IS FORBIDDEN <br /> REVISIONS WITHOUT THE WRITTEN PERMISSION OF <br /> CROWN CASTLE <br /> NA BASE GRINDING ONLY <br /> SITE NAME:NORPRO <br /> NA BASE WELDING (AND GRINDING) 07/23/21 BU NUMBER:826263 <br /> WO NUMBER:1996736 <br /> NA AERIAL GRINDING ONLY SITE ADDRESS: <br /> X AERIAL WELDING (AND GRINDING) orUC Lite2215 EVERETT, ILL WA8203KPKWY <br /> Ov WAS` SNOHOMISH COUNTY,USA <br /> 3' <br /> ATTENTION ALL CONTRACTORS,ANYTIME YOU ACCESS A CROWN 6 �9.�, ENG/QA BY:NCM DATE: 07/20/21 <br /> SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON 44, <br /> ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011 �. DFT BY: TPS DATE: 07/22/21 <br /> 262 . w� DFT/QA BY: SL DATE: 07/23/21 <br /> SAFETY CLIMB:'LOOK UP' DRAWINGS INCLUDED ,�ss/0N'�',G�' � 'APRV'D BY: NCM DATE: 07/23/21 <br /> THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE SHEET NUMBER DESCRIPTION •j,� <br /> NSPECTIONNSIDERED TOWER REINFORCEMENTS AND EQUIPMENTDURING ALL STAGES OF DESIGN, TION INSTALLATIONS S-1 TITLE PAGE SCALE:N.T.S. <br /> IA SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF ANY WIRE <br /> LOOK OK ROPE SAFETY CLIMB ON THE STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE S-2 MODIFICATION INSPECTION CHECKLIST <br /> /rr LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE S-3 & S-4 NOTES Crown Castle USA, Inc <br /> UAi FROM ITS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE Engineer/Land Surveying#2271 TITLE PAGE <br /> ROPE WHICH MAY CAUSE FRICTIONAL WEAR,OR IMPACT TO THE ANCHORAGE S-5 POLE MODIFICATION SCHEDULE <br /> tilPOINTS IN ANY WAY.ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED S-6 - S-10 DETAILS <br /> TO YOUR CROWN POC FOR RESOLUTION,INCLUDING EXISTING CONDITIONS. License Expires: 02/24/2023 REV <br /> S-1 0 <br />