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• <br /> ` MI CHECKLIST MODIFICATION INSPECTION NOTES <br /> REQUIRED REPORT ITEM APPLICABLE BRIEF DESCRIPTION GENERAL <br /> CROWN DOC# <br /> PRE-CONSTRUCTION THE MI IS AN ON-SITE VISUAL AND HANDS-ON INSPECTION OF TOWER MODIFICATIONS INCLUDING A REVIEW OF CONSTRUCTION REPORTS AND <br /> THIS CHECKLIST SERVES AS A GUIDELINE FOR THE REQUIRED CONSTRUCTION DOCUMENTS AND ADDITIONAL PERTINENT DOCUMENTATION PROVIDED BY THE GENERAL CONTRACTOR(GC),AS WELL AS ANY INSPECTION DOCUMENTS PROVIDED BY <br /> X MI CHECKLIST DRAWING CED-SOW-10007 INSPECTIONS FOR THIS MODIFICATION. 3RD PARTY INSPECTORS.THE MI IS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY <br /> THE MODIFICATION DRAWINGS:IN ACCORDANCE WITH APPLICABLE CROWN STANDARDS;AND AS DESIGNED BY THE ENGINEER OF RECORD(EOR). <br /> ONCE THE PRE-MODIFICATION MAPPING IS COMPLETE AND PRIOR TO FABRICATION,THE CONTRACTOR SHALL <br /> PROVIDE DETAILED ASSEMBLY DRAWINGS AND/OR SHOP DRAWINGS. THESE ARE TO INCLUDE,BUT ARE NOT NO DOCUMENT,CODE OR POLICY CAN ANTICIPATE EVERY SITUATION THAT MAY ARISE.ACCORDINGLY,THIS CHECKLIST IS INTENDED TO SERVE AS A <br /> LIMITED TO,A VISUAL LAYOUT OF NEW REINFORCEMENT,EXISTING REINFORCEMENT CONFIGURATION, SOURCE OF GUIDING PRINCIPLES IN ESTABLISHING GUIDELINES FOR MODIFICATION INSPECTION. <br /> X EOR APPROVED SHOP DRAWINGS CED-SOW-10007 PORTHOLES,MOUNTS,STEP PEGS,SAFETY CLIMBS AND ANY OTHER MISCELLANEOUS ITEMS WHICH MAY THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF,AND THE <br /> AFFECT SUCCESSFUL INSTALLATION OF MODIFICATIONS ON THE TOWER. THESE DRAWINGS SHALL BE MI INSPECTOR DOES NOT TAKE OWNERSHIP OF THE MODIFICATION DESIGN.OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS <br /> SUBMITTED TO THE EOR FOR APPROVAL. SHOP DRAWINGS SUBMISSION SHALL INCLUDE THE EOR RFI FORM AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES.THE MI INSPECTOR SHALL INSPECT AND NOTE CONFORMANCE/NONCONFORMANCE AND PROVIDE <br /> DETAILING ANY CHANGES FROM THE ORIGINAL DESIGN. TO THE CROWN POINT OF CONTACT(CROWN POC)FOR EVALUATION. <br /> A LETTER FROM THE FABRICATOR,STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH ALL MI'S SHALL BE CONDUCTED BY A CROWN APPROVED MI INSPECTOR,WORKING FOR A CROWN APPROVED MI VENDOR. SEE CROWN CED-LST-10173, <br /> X FABRICATION INSPECTION CED-SOW-10007 INDUSTRY STANDARDS AND THE CONTRACT DOCUMENTS,SHALL BE PROVIDED TO THE MI INSPECTOR FOR "APPROVED MI VENDORS". <br /> INCLUSION IN THE MI REPORT. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND THE MI INSPECTOR BEGIN <br /> X FABRICATOR CERTIFIED WELD INSPECTION CED-SOW-10007 A CWI SHALL INSPECT ALL WELDING PERFORMED ON STRUCTURAL MEMBERS DURING FABRICATION. A COMMUNICATING AND COORDINATING AS SOON AS A PURCHASE ORDER(PO)IS RECEIVED.IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN <br /> CED-STD-10069 WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. REACHING OUT TO THE OTHER PARTY.IF CONTACT INFORMATION IS NOT KNOWN THE GC AND/OR INSPECTOR SHALL CONTACT THE CROWN POINT OF <br /> MATERIAL TEST REPORTS SHALL BE PROVIDED FOR MATERIAL USED AS REQUIRED PER SECTION 9.2.5 OF CONTACT(POC). <br /> X MATERIAL TEST REPORTS(MTR) CED-SOW-10007 CED-SOW-10007. MTRS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. REFER TO CROWN CED-SOW-10007,"MODIFICATION INSPECTION SOW',FOR FURTHER DETAILS AND REQUIREMENTS. <br /> CED-SOW-10066 CRITICAL SHOP WELDS THAT REQUIRE TESTING ARE NOTED ON THESE CONTRACT DRAWINGS. A CERTIFIED <br /> X FABRICATOR NDE INSPECTION REPORT CED-STD-10069 NDT INSPECTOR SHALL PERFORM NON-DESTRUCTIVE EXAMINATION AND A REPORT SHALL BE PROVIDED TO SERVICE LEVEL COMMITMENT <br /> THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. <br /> NA NDE OF MONOPOLE BASE PLATE ENG-SOW-10033 A NDE OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE PROVIDED THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING AN MI <br /> TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. REPORT: <br /> X PACKING SLIPS CED-SOW-10007 PACKING/SHIPPING LIST FOR ALL MATERIAL THAT WAS USED DURING CONSTRUCTION OF THE MODIFICATION. • THE GC SHALL PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLY 10.TO THE MI INSPECTOR AS TO WHEN THE SITE WILL BE READY <br /> FOR THE MI TO BE CONDUCTED. <br /> ADDITIONAL TESTING AND INSPECTIONS: • THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. <br /> • WHEN POSSIBLE. IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR <br /> RE-TENSIONING OPERATIONS. <br /> X OR NA • WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY MINOR DEFICIENCIES CORRECTED <br /> CONSTRUCTION DURING THE INITIAL MI. THEREFORE,THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE <br /> AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. <br /> A VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE REQUIRED PHOTOS <br /> NA FOUNDATION INSPECTIONS CED-SOW-10144 CONCRETE. A VISUAL OBSERVATION OF THE REBAR SHALL BE PERFORMED BEFORE PLACING THE EPDXY.A <br /> SEALED WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. <br /> BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: <br /> NA CONCRETE COMP.STRENGTH AND SLUMP TEST CED-SOW-10144 THE CONCRETE MIX DESIGN,SLUMP TEST,AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS <br /> PART OF THE FOUNDATION REPORT. • PRE-CONSTRUCTION GENERAL SITE CONDITION <br /> FOUNDATION SUB-GRADES SHALL BE INSPECTED AND APPROVED BY AN APPROVED FOUNDATION INSPECTOR • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION <br /> NA EARTHWORK CED-SOW-10144 PH <br /> AND RESULTS INCLUDED AS PART OF THE FOUNDATION REPORT. PHOTOS MATERIALS <br /> S <br /> OF ALL CRITICAL DETAILS <br /> MICROPILES/ROCK ANCHORS SHALL BE INSPECTED BY THE FOUNDATION INSPECTION VENDOR AND SHALL BE •• FOUNDATION MODIFICATIONS <br /> NA MICROPILE/ROCK ANCHOR CED-SOW-10144 INCLUDED AS PART OF THE FOUNDATION INSPECTION REPORT,ADDITIONAL TESTING AND/OR INSPECTION •• WELD PREPARATION <br /> REQUIREMENTS ARE NOTED IN THESE CONTRACT DOCUMENTS. •• BOLT INSTALLATION <br /> POST INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED IN ACCORDANCE WITH CROWN •• SURFINAL INSTALLED CONDITION <br /> • SURFACE COATING REPAIR <br /> NA POST-INSTALLED ANCHOR ROD VERIFICATION CED-SOW-10007 REQUIREMENTS AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI • •POST CONSTRUCTION PHOTOGRAPHS <br /> REPORT. •• FINAL INFIELD CONDITION <br /> THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR THAT CERTIFIES THAT PHOTOS OF ELEVATED MODIFICATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. <br /> NA BASE PLATE GROUT VERIFICATION ENG-STD-10323 THE GROUT WAS REMOVED AND/OR INSTALLED IN ACCORDANCE WITH CROWN REQUIREMENTS FOR <br /> INCLUSION IN THE MI REPORT. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS.FOR A COMPLETE LIST OF PHOTOS SEE CED-SOW-10007. <br /> A CROWN APPROVED CERTIFIED WELD INSPECTOR SHALL INSPECT AND TEST FIELD WELDS,FOLLOWING ALL CROWN <br /> X FIELD CERTIFIED WELD INSPECTION CED-SOW-10066 PROCEDURES SPECIFIED IN CROWN STANDARD DOCUMENTS APPLICABLE TO WELD INSPECTIONS. A REPORT <br /> CED-STD-10069 SHALL BE PROVIDED. NDE OF FIELD WELDS SHALL BE PERFORMED AS REQUIRED BY CROWN STANDARDS al: CASTLE <br /> AND CONTRACT DOCUMENTS. THE NDE REPORT SHALL BE INCLUDED IN THE CWI REPORT. <br /> THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI <br /> X ON-SITE COLD GALVANIZING VERIFICATION OPS-STD-10149 INSPECTOR VERIFYING THAT ANY ON-SITE COLD GALVANIZING WAS APPLIED PER MANUFACTURER THIS DRAWING IS COPYRIGHTED AND IS THE <br /> SPECIFICATIONS AND APPLICABLE STANDARDS. SOLE PROPERTY OF CROWN CASTLE.IT IS <br /> PRODUCED SOLELY FOR USE BY CROWN <br /> CED-PRC-10182 THE GENERAL CONTRACTOR SHALL PROVIDE A REPORT IN ACCORDANCE WITH APPLICABLE STANDARDS CASTLE AND ITS AFFILIATES.REPRODUCTION <br /> NA TENSION TWIST AND PLUMB CED-STD-10261 DOCUMENTING TENSION TWIST AND PLUMB. NO. DATE DESCRIPTION BY OR USE OF THIS DRAWING AND/OR THE <br /> INFORMATION CONTAINED IN IT IS FORBIDDEN <br /> THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER REVISIONS WITHOUT THE WRITTEN PERMISSION OF <br /> X GC AS-BUILT DRAWINGS CED-SOW-10007 STATING"INSTALLED AS DESIGNED"OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY CROWN CASTLE. <br /> THE ENGINEER OF RECORD.EOR/RFI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED. SITE NAME:NORPRO <br /> ADDITIONAL TESTING AND INSPECTIONS: <br /> 07/23/21 BU NUMBER:826263 <br /> X NDE OF NEW FLANGE PLATE ENG-SOW-10033 A NDE OF THE POLE TO NEW FLANGE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE WO NUMBER:1996736 <br /> PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. SITE ADDRESS: <br /> POST-CONSTRUCTION 2215 MERRILL CREEK PKWY <br /> A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN .oRUC SAC EVERETT,WA 98203 <br /> X CONSTRUCTION COMPLIANCE LETTER CED-SOW-10007 ACCORDANCE WITH INDUSTRY STANDARDS AND THESE CONTRACT DRAWINGS,INCLUDING LISTING F WAS SNOHOMISH COUNTY,USA <br /> ADDITIONAL PARTIES TO THE MODIFICATION PROCESS. CV <br /> tt,POST-INSTALLED ANCHOR RODS SHALL BE TESTED BY A CROWN APPROVED PULL TEST INSPECTOR AND A P <br /> NA POST-INSTALLED ANCHOR ROD PULL TESTS CED-PRC-10119 fy /► 3 ', TC ENG/QA BY:NCM DATE: 07/20/21 <br /> REPORT SHALL BE PROVIDED INDICATING TESTING RESULTS. y t8 L 't <br /> PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI.PHOTOS SHALL DOCUMENT ALL PHASES OF THE <br /> X PHOTOGRAPHS CED-SOW-10007 CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACTf Q Lti <br /> DFT BY: TPS DATE: 07/22/21 <br /> LOCATION OF THE PHOTO. <br /> THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS 10%OF ALL NON PRE-TENSIONED 262 �� wx DFT/QA BY: SL DATE: 07/23/21 <br /> NA BOLT HOLE INSTALLATION VERIFICATION REPORT CED-SOW-10007 BOLTS INSTALLED AS PART OF THE MODIFICATION.THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY + ' /'• ' <br /> - <br /> THE BOLT HOLE SIZE AND CONDITION.THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION S ION; y r 0--' APRV'D BY: NCM DATE 07/23/21 <br /> VERIFICATION REPORT,INCLUDING THE SUPPORTING PHOTOGRAPHS. `'° <br /> X PUNCHLIST DEVELOPMENT AND CORRECTION DOCUMENTATION CED-PRC-10283 FINAL PUNCHLIST INDICATING ALL NONCONFORMANCE(S)IDENTIFIED AND THE FINAL RESOLUTION/APPROVAL. SCALE:N.T.S. <br /> CED-FRM-10285 <br /> X MI INSPECTOR REDLINE OR RECORD DRAWING(S) CED-SOW-10007 THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTOR'S <br /> REDLINE DRAWING AND THE ACTUAL COMPLETED INSTALLATION. MODIFICATION <br /> ADDITIONAL TESTING AND INSPECTIONS: Crown Castle USA, Inc <br /> INSPECTION <br /> XORNA Engineer/Land Surveying #2271 <br /> CHECKLIST <br /> THE MI CHECKLIST SHALL BE REVIEWED PRIOR TO THE START OF CONSTRUCTION.ALL PARTIES TO THE MODIFICATION SHALL UNDERSTAND CROWN REQUIREMENTS AND INSPECTION/DOCUMENTATION THAT IS APPLICABLE TO THE SCOPE OF WORK THEY ARE License Expires: 02/24/2023 '�\/ REV <br /> PERFORMING. ERRORS ON THE MI CHECKLIST SHALL BE BROUGHT TO THE ATTENTION OF THE CROWN POC AND EOR AS SOON AS POSSIBLE. S L <br />