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BLD2022-1067+Structura_Drawings+8.9.2022_12.16.49_PM+3040397STRUCTURAL DESIGN DRAWINGS SITE NAME: N FIRDALE VILLAG/DENTAL CROWN CASTLE BU NUMBER: 826146 SITE ADDRESS: 10014 238TH STREET SW EDMONDS, WA 98020 (SNOHOMISH COUNTY) N 47046'59,25"3 W 122022'1,14" II MODIFICATION PROVISIONS II THE MODIFICATIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE RECOMMENDATIONS OUTLINED IN THE STRUCTURAL MODIFICATION ANALYSIS REPORT COMPLETED BY TEP, JOB NO.: 75626.657639 DATED MARCH 02, 2022 (REV 0) ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NDC UPON ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011. QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM TEP TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTED QUALIFIED ENGINEERING SERVICES, CONTACT TEP FOR QUOTE AT RIGGINGOTEPGROUP.NET SAFETY CLIMB: 'LOOK UP' THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER REINFORCEMENTS AND EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR L7 FUNCTIONAL USE OF ANY WIRE ROPE SAFETY CLIMB ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT LOOK BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, UP. DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE LiROPE WHICH MAY CAUSE FRICTIONAL WEAR, OR IMPACT TO THE ANCHORAGE POINTS IN ANY WAY. ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED TO YOUR CROWN POC FOR RESOLUTION, INCLUDING EXISTING CONDITIONS. INDEX OF SHEETS NO. SHEET TITLE REV T-1 TITLE SHEET 0 N-1 MI CHECKLIST AND NOTES 0 N-2 GENERAL NOTES 0 N-3 PROJECT NOTES 0 S-1 TOWER ELEVATION AND MODIFICATION SCHEDULE 0 S-2 BASE SECTION DETAILS 0 S-3 ANCHOR BOLT REINFORCEMENT DETAILS 0 S-4 CONCEALMENT INSTALLATION DETAILS 1 0 S-5 CONCEALMENT INSTALLATION DETAILS II 0 S-6 CONCEALMENT INSTALLATION DETAILS III 0 S-7 CONCEALMENT INSTALLATION DETAILS IV 0 S-8 CONCEALMENT INSTALLATION DETAILS V 0 S-9 CONCEALMENT INSTALLATION DETAILS VI 0 S-10 CONCEALMENT INSTALLATION DETAILS VII 0 HOT WORK INCLUDED NA BASE GRINDING ONLY NA BASE WELDING (AND GRINDING) NA AERIAL GRINDING ONLY NA AERIAL WELDING (AND GRINDING) II PROJECT INFORMATION II TOWER HEIGHT: 75—FT TOWER MANUFACTURER: WIRELESS STRUCTURES CONSULTING, PC CCI DOCUMENT: 3896710 WORK ORDER NO.: 2074752 ORDER NO.: 569524 REV, 4 DESIGN BUILDING CODE: 2018 WASHINGTON STATE BUILDING CODE DESIGN STANDARD: TIA-222—H II PROJECT TEAM II CCI MODIFICATION PROJECT MANAGER: NAME CROWN CASTLE CONTACT RYAN QUINTEL PHONE (615) 771-1569 EMAIL RYAN.QUINTEL@CROWNCASTLE.COM ENGINEERING FIRM PROJECT MANAGER: NAME TOWER ENGINEERING PROFESSIONALS, INC. CONTACT JARRED WALLACE, P.E. PHONE (919) 661-6351 EMAIL CMRPQTEPGROUP.NET PLANS PREPARED FOR: CROWN CASTLE BLD2022-1067 PLANS PREPARED BY: RECEIVED ,l 8/9/22 S ,1 CITY OF DEVELOPMENT SERVICES DEPARTMENT 41 TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE; (919) 661-6351 www.tepgroup.net SEAL: gtDGE S 7 z �. �' O 52921 `SidRAL� `�tONAI. ECG Electronic March2 2022 O 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: TITLE SHEET SHEET NUMBER: REVISION: ° T-1 TEP#: 75G2G.G57G39 CED-FRM-10354 MI CHECKLIST REQUIRED REPORT ITEM APPLICABLE CROWN DOC /) BRIEF DESCRIPTION PRE -CONSTRUCTION X MI CHECKLIST DRAWING CED-SOW-10007 THIS CHECKLIST SERVES AS A GUIDELINE FOR THE REQUIRED CONSTRUCTION DOCUMENTS AND INSPECTIONS FOR THIS MODIFICATION. ONCE THE PRE -MODIFICATION MAPPING IS COMPLETE AND PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE DETAILED ASSEMBLY DRAWINGS AND/OR SHOP DRAWINGS. THESE INCLUDE, BUT ARE NOT LIMITED TO, A VISUAL LAYOUT OF NEW REINFORCEMENT, EXISTING REINFORCEMENT CONFIGURATION, X FOR APPROVED SHOP DRAWINGS CED-SOW-10007 PORTHOLES, MOUNTS, STEP PEGS, SAFETY CLIMBS AND ANY OTHER MISCELLANEOUS ITEMS WHICH MAY AFFECT SUCCESSFUL INSTALLATION OF MODIFICATIONS ON THE TOWER. THESE DRAWINGS SHALL BE SUBMITTED TO THE FOR FOR APPROVAL. SHOP DRAWING SUBMISSION SHALL INCLUDE THE FOR RFI FORM DETAILING ANY CHANGES FROM THE ORIGINAL DESIGN. X FABRICATION INSPECTION CED-SOW-10007 A LETTER FROM THE FABRICATOR, STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND THE CONTRACT DOCUMENTS, SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X FABRICATOR CERTIFIED WELD INSPECTION CED-SOW-10007 A CWI SHALL INSPECT ALL WELDING PERFORMED ON STRUCTURAL MEMBERS DURING FABRICATION. A WRITTEN REPORT SHALL BE PROVIDED TO THE MI CED-STD-10069 INSPECTOR FOR INCLUSION IN THE MI REPORT. X MATERIAL TEST REPORTS (MTR) CED-SOW-10007 MATERIAL TEST REPORTS SHALL BE PROVIDED FOR MATERIAL USED AS REQUIRED PER SECTION 9.2.5 OF CED-SOW-10007. MTRS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X FABRICATOR NDE INSPECTION REPORT CED-SOW-10066 CRITICAL SHOP WELDS THAT REQUIRE TESTING ARE NOTED ON THESE CONTRACT DRAWINGS. A CERTIFIED NOT INSPECTOR SHALL PERFORM NON-DESTRUCTIVE CED-STD-10069 EXAMINATION AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X 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 TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X PACKING SLIPS CED-SOW-10007 PACKING/SHIPPING LIST FOR ALL MATERIAL USED DURING CONSTRUCTION OF THE MODIFICATION. ADDITIONAL TESTING AND INSPECTIONS: NA CONSTRUCTION A VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A VISUAL OBSERVATION OF THE REBAR NA FOUNDATION INSPECTIONS CED-SOW-10144 SHALL BE PERFORMED BEFORE PLACING THE EPDXY. A SEALED WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA CONCRETE COMP. STRENGTH AND SLUMP CED-SOW-10144 THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS PART OF THE FOUNDATION REPORT. TESTS NA EARTHWORK CED-SOW-10144 FOUNDATION SUB -GRADES SHALL BE INSPECTED AND APPROVED BY AN APPROVED FOUNDATION INSPECTOR AND RESULTS INCLUDED AS PART OF THE FOUNDATION REPORT. NA MICROPILE/ROCK ANCHOR CED-SOW-10144 MICROPILES/ROCK ANCHORS SHALL BE INSPECTED BY THE FOUNDATION INSPECTION VENDOR AND SHALL BE INCLUDED AS PART OF THE FOUNDATION INSPECTION REPORT, ADDITIONAL TESTING AND/OR INSPECTION REQUIREMENTS ARE NOTED IN THESE CONTRACT DOCUMENTS. X POST -INSTALLED ANCHOR ROD VERIFICATION CED-SOW-10007 POST -INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED IN ACCORDANCE WITH CROWN REQUIREMENTS AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA BASE PLATE GROUT VERIFICATION ENG-STD-10323 THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR THAT CERTIFIES THAT THE GROUT WAS REMOVED AND/OR INSTALLED IN ACCORDANCE WITH CROWN REQUIREMENTS FOR INCLUSION IN THE MI REPORT. CED-SOW-10066 A CROWN APPROVED CERTIFIED WELD INSPECTOR SHALL INSPECT AND TEST FIELD WELDS, FOLLOWING ALL PROCEDURES SPECIFIED IN CROWN STANDARD NA FIELD CERTIFIED WELD INSPECTION CED-STD-10069 DOCUMENTS APPLICABLE TO WELD INSPECTIONS. A REPORT SHALL BE PROVIDED. NDE OF FIELD WELDS SHALL BE PERFORMED AS REQUIRED BY CROWN STANDARDS AND CONTRACT DOCUMENTS, THE NDE REPORT SHALL BE INCLUDED IN THE CWI REPORT. X ON -SITE COLD GALVANIZING VERIFICATION ENG-STD-10149 THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ON -SITE COLD GALVANIZING WAS APPLIED PER MANUFACTURER SPECIFICATIONS AND APPLICABLE STANDARDS. NA TENSION TWIST AND PLUMB CED-PRC-10182 CED-STD-10261 THE GENERAL CONTRACTOR SHALL PROVIDE A REPORT IN ACCORDANCE WITH APPLICABLE STANDARDS DOCUMENTING TENSION TWIST AND PLUMB. X GC AS -BUILT DOCUMENTS CED-SOW-10007 THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER STATING "INSTALLED AS DESIGNED" OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD. FOR/RFI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED. ADDITIONAL TESTING AND INSPECTIONS: X TOWER PLUMB DELIVERABLES _ THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THE TOWER PLUMB CONDITION. SEE REQUIREMENTS ON SHEET N-3. POST -CONSTRUCTION X CONSTRUCTION COMPLIANCE LETTER CED-SOW-10007 A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND THESE CONTRACT DRAWINGS, INCLUDING LISTING ADDITIONAL PARTIES TO THE MODIFICATION PROCESS. X POST -INSTALLED ANCHOR ROD PULL TESTS CED-PRC-10119 POST -INSTALLED ANCHOR RODS SHALL BE TESTED BY A CROWN APPROVED PULL TEST INSPECTOR AND A REPORT SHALL BE PROVIDED INDICATING TESTING RESULTS. X PHOTOGRAPHS CED-SOW-10007 PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI. PHOTOS SHALL DOCUMENT ALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO. BOLT HOLE INSTALLATION AND VERIFICATION THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS 10% OF ALL NON PRE -TENSIONED BOLTS INSTALLED AS PART OF THE MODIFICATION. NA REPORT CED-SOW-10007 THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY THE BOLT HOLE SIZE AND CONDITION. THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION VERIFICATION REPORT, INCLUDING THE SUPPORTING PHOTOGRAPHS. X PUNCH LIST DEVELOPMENT AND CED-PRC-10283 FINAL PUNCHLIST INDICATING ALL NONCONFORMANCE(S) IDENTIFIED AND THE FINAL RESOLUTION AND APPROVAL. CORRECTION DOCUMENTATION CED-FRM-10285 X MI INSPECTOR REDLINE OR RECORD CED-SOW-10007 THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTOR'S REDLINE DRAWING AND THE ACTUAL COMPLETED DRAWING(S) INSTALLATION. ADDITIONAL TESTING AND INSPECTIONS: NA 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 THE WORK THEY ARE PERFORMING. ERRORS ON THE MI CHECKLIST DO NOT ABSOLVE THE GC OR MI INSPECTOR FROM PERFORMING/COLLECTING DOCUMENTATION. MODIFICATION INSPECTION NOTES: GENERAL THE MI IS AN ON -SITE VISUAL AND HANDS-ON INSPECTION OF TOWER MODIFICATIONS INCLUDING A REVIEW OF CONSTRUCTION REPORTS AND ADDITIONAL PERTINENT DOCUMENTATION PROVIDED BY THE GENERAL CONTRACTOR (GC), AS WELL AS ANY INSPECTION DOCUMENTS PROVIDED BY 3RD PARTY INSPECTORS. THE MI IS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE MODIFICATION DRAWINGS; IN ACCORDANCE WITH APPLICABLE CROWN STANDARDS; AND AS DESIGNED BY THE ENGINEER OF RECORD (EOR). NO DOCUMENT, CODE OR POLICY CAN ANTICIPATE EVERY SITUATION THAT MAY ARISE. ACCORDINGLY, THIS CHECKLIST IS INTENDED TO SERVE AS A SOURCE OF GUIDING PRINCIPLES IN ESTABLISHING GUIDELINES FOR MODIFICATION INSPECTION. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, AND THE MI INSPECTOR DOES NOT TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE FOR AT ALL TIMES. THE MI INSPECTOR SHALL INSPECT AND NOTE CONFORMANCE/NONCONFORMANCE AND PROVIDE TO THE CROWN POINT OF CONTACT (CROWN POC) FOR EVALUATION. ALL MI'S SHALL BE CONDUCTED BY A CROWN APPROVED MI INSPECTOR, WORKING FOR A CROWN APPROVED MI VENDOR. SEE CROWN CED-LST-10173, "APPROVED MI VENDORS". TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PURCHASE ORDER (PO) IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT KNOWN THE GC AND/OR INSPECTOR SHALL CONTACT THE CROWN POINT OF CONTACT (CROWN POC). REFER TO CROWN CED-SOW-10007, "MODIFICATION INSPECTION SOW", FOR FURTHER DETAILS AND REQUIREMENTS. SERVICE LEVEL COMMITMENT THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING AN MI REPORT: • 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 FOR THE MI TO BE CONDUCTED. • THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. • WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON -SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE -TENSIONING OPERATIONS. • WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON -SITE DURING THE MI TO HAVE ANY MINOR DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. REQUIRED PHOTOS BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: • PRE -CONSTRUCTION GENERAL SITE CONDITION • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION / ERECTION AND INSPECTION •• RAW MATERIALS •• PHOTOS OF ALL CRITICAL DETAILS •• FOUNDATION MODIFICATIONS •• WELD PREPARATION •• BOLT INSTALLATION •• FINAL INSTALLED CONDITION SURFACE COATING REPAIR • •POST CONSTRUCTION PHOTOGRAPHS •• FINAL INFIELD CONDITION PHOTOS OF ELEVATED MODIFICATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS. FOR A COMPLETE LIST OF PHOTOS SEE CED-SOW-10007. NOTE: X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH ST i-gIVED 9fT, EDMONDS, WA (SNOHOMISH C0"122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT '" TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: gIDG A F c_ / Ly 52921 RAL g� SSlONAL ECG 91darch 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: MI CHECKLIST AND NOTES SHEET NUMBER: REVISION: N-1 ° TEP#: 75G2G.G57G39 GENERAL NOTES: 1. The General Contractor (GC) shall reference CON-STD-10159, "Tower 12 Modification Construction Specifications", as a continuation of the following General Notes. The GC shall keep a printed or electronic copy of this document with the Structural Design Drawings (SDD) at all times, in a location accessible to all Contractor Personnel, and shall ensure that all Contractor Personnel are aware of the information enclosed within the General Notes and CON-STD-10159. The GC shall fabricate all required items per the materials specified 19. If scope of modification involves bark removal or installation, the GC below, UNO on the detail drawing sheets. If the GC finds for any shall reference CED-SOW-10265, "Tree Concealment for Monopoles", component that the materials hove not been clearly specified, the GC as well as CED-STD-10395, 'Installation Guidelines for Bark Surfaces". shall submit an RFI to the FOR to confirm the required material. All structural elements shall be new and shall conform to the following requirements, UNO: 2. The Contract Documents are the property of Crown Castle (Crown). Monopoles: They are provided to the GC and its Lower Tier Contractors and -Structural shapes ASTM A572 Grade 65 material suppliers for the limited purpose of use in completing the and plates: (FY = 65 KSI) Work for this Site, and shall be kept in strict confidence and not disclosed to any third parties. The Contract Documents shall not be -Welding electrodes, SMAW: E80XX used for any other purpose whatsoever without the prior written -Welding electrodes, FCAW: E8XT-XX consent of Crown. -Welding electrodes, GMAW: ER80S-X 3. Detail drawings, including notes and tables, shall govern over general notes and typical details. Contact the Crown Point of Contact (POC) Self -Support and Guyed Towers: and Engineer of Record (EOR) for clarification as needed. -Structural shapes ASTM A572 Grade 50 and plates: (FY = 50 KSI) 4. Do not scale drawings. -Welding electrodes, SMAW: E70XX 5. Any Work performed without a prefabrication mapping is done at the -Welding electrodes, FCAW: E7XT-XX risk of the GC and/or fabricator. All dimensions of existing structural -Welding electrodes, GMAW: ER70S-X elements are assumed based on the available documentation and are preliminary until field -verified by the GC, unless noted otherwise (UNO). Where discrepancies are found, GC shall contact the Crown All tower types: POC and FOR through RFI. -Steel angle: ASTM A572 Grade 50 (FY = 50 KSI) -Solid rod: ASTM A36 (FY = 36 KSI) 6. For this analysis and modification, the tower has been assumed to be in good condition without any structural defects, UNO. If the GC -Pipe/tube (round): ASTM A500 Grade C (FY = 46 KSI) discovers any indication of an existing structural defect, contact the -Pipe/tube (square): ASTM A500 Grade C (FY = 50 KSI) Crown POC and FOR immediately. -Bolts: ASTM F3125 Grade A325 Type 1 7. All construction means and methods, including but not limited to -U-bolts: ASTM A307 Grade A, OR erection plans, rigging plans, climbing plans, and rescue plans, shall be SAE J429 Grade 2 the responsibility of the GC responsible for the execution of the Work -Nuts: ASTM A563 Grade DH contained herein, and shall meet ANSI/ASSE A10.48 (latest edition); federal, state, and local regulations; and any applicable industry -Washers: ASTM F436 Type 1 consensus standards related to the construction activities being -Guy wires: ASTM A475 Grade EHS performed. All rigging plans shall adhere to ANSI/ASSE A10.48 (latest -Bridge strand: ASTM A586 Grade 1 edition) and Crown standard CED-STD-10253, "Rigging Program", including the required involvement of a qualified engineer for class IV construction to certify the supporting structure(s) in accordance with 13. After fabrication, hot -dip galvanize all steel items, UNO. Galvanize per the ANSI/TIA-322 (latest edition). ASTM A123, ASTM A153/A153M, OR ASTM A653 G90, as applicable. ASTM A490 bolts shall not be hot -dip galvanized, but shall instead be 8. Hoisting grips used for feed line installation shall follow manufacturer coated with Mcgni 565 or FOR approved equivalent, per ASTM F2833. guidelines for maximum installed spacing intervals and pull load capacity restrictions. 14. Contractor Personnel shall not drill holes in any new or existing structural members, other than those drilled holes shown on structural 9. The structural integrity of the modification design extends to the drawings, without the approval of the EOR. complete condition only. The GC must be cognizant that the removal of any structural component of an existing tower has the potential to 15. For a list of Crown -approved cold galvanizing compounds, refer to cause the partial or complete collapse of the structure. All necessary OPS-STD-10149, "Tower Protective Coatings Guidelines". precautions must be taken to ensure structural integrity, including, but not limited to, engineering assessment of construction stresses with 16. All exposed structural steel as the result of this scope of Work installation maximum wind speed and/or temporary bracing and including welds (after final inspection of the weld by the CWI), field shoring, drilled holes, and shaft interiors (where accessible), shall be cleaned 10. Aerial and underground utilities and facilities may or may not be and two (2) coats cold galvanizing shall be applied by brush in "Tower shown on the drawings. The GC shall take every precaution to accordance with OPS-STD-10149, Protective Coatings preserve and protect these items, which may include aerial or Guidelines". Photo documentation is required to be submitted to the underground power lines, telephone lines, water lines, sewer lines, cable MI Inspector. television facilities, pipelines, structures and other public and private improvements within or adjacent to the work area. The responsibility 17. If removal of existing modifications is required per the modification for determining the actual on -site location of these items shall rest scope, the GC shall clean and cold galvanize any existing empty bolt exclusively with the GC. holes, UNO. If additional unexpected, oversized, or slotted holes are found, the GC shall contact the FOR and Crown POC for guidance 11. All manufacturer's hardware assembly instructions shall be followed, prior to proceeding with the modifications. UNO. Conflicting notes shall be brought to the attention of the FOR and the Crown POC. 18. All Work involving base plate grout scope items or resulting in disturbance of base plate grout shall reference ENG-STD-10323, "Base Plate Grout", and shall follow any Base Plate Grout Removal notes contained herein. 20. If scope of modification involves concealment components including branching, the GC shall reference CED-CAT-10398, "Monopole Concealed Decorative Structures (CDS) Approved Components". All new branch installations require tethering. 21. If scope of modification involves cathodic protection, the GC shall reference CED-SOW-10397, "Cathodic Protection Installation, Replacement, and Enhancement". 22. All tower grounding affected by the Work shall be repaired or replaced in accordance with OPS-STD-10090, "Tower Grounding", and OPS-BUL-10133, "Grounding Repair Recommendation". 23. If scope of modification requires removal or covering of tower ID tag, the tog must be replaced. 24. Any hardware removed from the existing tower shall be replaced with new hardware of equal size and quality, UNO. No existing fasteners shall be reused. 25. All joints using ASTM A325 or A490 bolts, U-bolts, V-bolts, and threaded rods shall be snug tightened, UNO. 26. A nut locking device shall be installed on all proposed and/or replaced snug tightened ASTM A325 or A490 bolts, U-bolts, V-bolts, and threaded rods. 27. All joints are bearing type connections UNO. If no bolt length is given in the Bill of Materials, the connection may include threads in the shear planes, and the GC is responsible for sizing the length of the bolt. 28. Blind bolts shall be installed per the installation specifications on the corresponding Approved Fastener sheets contained in CON-CAT-10300, "Monopole Standard Drawings and Approved Reinforcement Components". 29. If ASTM A325 or A490 bolts, and/or threaded rods are specified to be pre -tensioned, these shall be installed and tightened to the pretensioned condition according to the requirements of the RCSC Specification for Structural Joints Using ASTM High Strength Bolts. 30. All proposed and/or replaced bolts shall be of sufficient length such that the end of the bolt be at least flush with the face of the nut. It is not permitted for the bolt end to be below the face of the nut after tightening is completed. PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH s,rr�gA(ED EDMONDS, WA. Q____ (SNOHOMISH COM122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 11 1� 14101 TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: g1D G a q �w Qr 52921 St�� 0 �%RAL�G NA IL March 2, 2022 O 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: GENERAL NOTES SHEET NUMBER: REVISION: N-2 ° TEP#: 75626.657639 TOWER PLUMB REQUIREMENTS: 1. CHECK OF VERTICAL ALIGNMENT AND LEVEL OF BASE TOWER AND CANISTER ASSEMBLY SECTIONS FOR CONFORMANCE TO A PLUMB CONDITION IN ACCORDANCE WITH ANSI/TIA-222—H STANDARDS. PLUMB CONDITION IS TO BE DOCUMENTED WITH THE PROPER NOTES AND PICTURES TO PROVE, AT MINIMUM, THE FOLLOWING: 1.1. DEFLECTION CALCULATIONS PER ANSI/TIA-222—H STANDARDS 1.2. MINIMUM AND MAXIMUM (I.E. HOT AND COLD) SURFACE TEMPERATURE READINGS ON BASE MONOPOLE 1.3. TIME OF DAY MEASURE WAS TAKEN (E.G. DAWN, NOON, DUSK) 1.4. PICTURES OF A LEVEL OR DIGITAL INCLINOMETER MEASURED AT A MINIMUM OF (3) EQUIDISTANT LOCATIONS AROUND THE BASE PLATE TO PROVE LEVEL CONDITIONS 1.5. AZIMUTH OR MONOPOLE FLAT NUMBER OF THE DIRECTION OF THE OUT —OF —PLUMB DEFLECTION PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH S-rfaF¢,i gNED 7_�`_S_ EDMONDS, WA (SNOHOMISH --OM ►22 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT �l TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEA �?,ID o `u s z w �w � 52921 l O ' �L SSI�NAL ECG :March 2, 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: PROJECT NOTES SHEET NUMBER: REVISION: ° N-3 TEP#: 75G2G.G57G30 II MANUFACTURER POLE SPECIFICATIONS II TAPER: - BASE PLATE STEEL (Fy): ASTM A36 (36 KSI) ANCHOR RODS: 1 1/2"0 ASTM F1554-55 MANUFACTURER SHAFT SECTION DATA SHAFT SECTION SECTION SHAPE SECTION LENGTH (FT.) SECTION THICKNESS (IN.) SECTION GRADE Fy (KSI) FLANGE PLATE GRADE Fy (KSI) LAP SPLICE (IN.) DIAMETER ACROSS FLATS OR OF ROUND SECTION (IN.) TOP BOTTOM 1 ROUND 20.00 0.8640 35 50 - 6.625 6.625 2 ROUND 20.00 0.8750 35 50 - 8.625 8.625 3 ROUND 35.00 0.2500 35 - - 24.000 24.000 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES 75'-0"t T/ TOWER 65'-,O" ¢ PROPOSED BULKHEAD 3 55'-0"t SPLICE 2 ¢ PROPOSED BULKHEAD 2 45'-0"t PROPOSED BULKHEAD 1 35- Pt SPLICE 1 (FIELD VERIFY) 0' -0" (REF.) T/ BASE PLATE TOWER ELEVATION SCALE: %6" = 1'-0" MODIFICATION SCHEDULE EL(FT;ION NO. MODIFICATION DESCRIPTION SHEET O INSTALL PROPOSED ANCHOR BOLT REINFORCEMENT. 0.00 S-2 AND S-3 OREMOVE EXISTING TOWER SECTION, CONCEALMENT CANISTERS, AND BULKHEAD ATTACHMENTS. 35.0 - 75.0 S-4 O INSTALL PROPOSED TOWER SECTION. 35.0 - 75.0 S-4 THROUGH S-10 OINSTALL PROPOSED CONCEALMENT BULKHEADS AND VENTILATED CONCEALMENT CANISTERS PER PRELIMINARY DRAWINGS BY EHRESMANN ENGINEERING, INC. CONCEALMENT CANISTERS TO BE INSTALLED PER CROWN DOC: 35.0 - 75.0 ATTACHED AT OPS-PRC-10127 END OPAINT PROPOSED MODIFICATIONS TO MATCH TOWER SHAFT. - - OCONTRACTOR TO PLUMB TOWER PER SECTION 13.3.3 OF ANSI/TIA-222-H. - - O CROWN CASTLE WILL CONTRACT WITH A THIRD PARTY VENDOR TO PERFOM THE MODIFICATION INSPECTION. THE CONTRACTOR SHALL COORDINATE THE INSPECTION WITH THE MODIFICATION INSPECTOR AND CROWN CASTLE - - PROJECT MANAGER. SEE SHEET N-1 FOR DETAILS. NOTES: 1. PRIOR TO FABRICATION AND INSTALLATION, CONTRACTOR SHALL FIELD VERIFY ALL LENGTHS AND QUANTITIES GIVEN. LENGTH AND QUANTITIES PROVIDED ARE FOR QUOTING PURPOSES ONLY, AND SHALL NOT BE USED FOR FABRICATION. 2. FOR PARTS NOT DETAILED WITHIN THE DRAWING AND STARTING WITH "CCI-", SEE THE FOLLOWING CATALOG FOR DETAILS: CON-CAT-10300, MONOPOLE STANDARD DRAWINGS AND APPROVED REINFORCEMENT COMPONENTS. FLAT PLATE NOTES: 1. FASTENERS MAY BE USED ON THIS PROJECT AS INDICATED IN THE FOLLOWING TABLES: NEXGEN2 I APPROVED = FS-PECIALTY FASTENERS NA ORDERING INFORMATION AND INSTALLATION DETAILS FOR APPROVED FASTENERS CAN BE FOUND IN CON-CAT-10300. 2. GC SHALL REPLACE ANY STEP BOLTS AND STEP BOLT CLIPS THAT INTERFERE WITH THE INSTALLATION OF FLAT PLATE REFERENCE CON-CAT-10300 FOR APPROVED OPTIONS CCI-SB-0100 BOLT COUNT BY LENGTH LENGTH QUANTITY SHORT 45 MEDIUM LONG - TOTAL IS THE DEFAULT OPTION; OTHER OPTIONS MAY BE REQUIRED FOR FIT -UP. 3. IF UNEXPECTED HOLES ARE FOUND IN A LOCATION WHERE FLAT PLATE IS PROPOSED TO BE INSTALLED, THE GC SHALL NOT PLACE NEW BOLT HOLES WITHIN A CENTER -TO -CENTER DISTANCE OF 3 TIMES THE DIAMETER OF THE LARGER OF THE TWO HOLES, WITHOUT FOR APPROVAL, EXISTING HOLES MAY INCLUDE BUT ARE NOT LIMITED TO EMPTY BOLT HOLES AND JACKING NUTS WITH CENTER HOLES. 0 16 32 SCALE IN FEET PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH ST i-glVED 9fT, EDMONDS, WA (SNOHOMISH --OM122 PLANS PREPARED BY: CITY oFEDMONDS DEVELOPMENT SERVICES DEPARTMENT �AI ISO TMONS t4pppw- TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, INC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL- gIDG , tA O F c_ w 52921 "l2AL SSl�NAI. ElyG SYtarch 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: TOWER ELEVATION AND MODIFICATION SCHEDULE SHEET NUMBER: REVISION: S-1 ° TEP#: 75G2G.G57G39 0° (REF.) EXISTING BUILDING I EXISTING FENCE LINE I EXISTING ANCHOR BOLTS / /i' \ 00 \ \ < `\ EXISTING MONOPOLE j�°a d \ a SHAFT // EXISTING BASE PLATE d 1 d rr EXISTING FOUNDATION CAP EXISTING FOUNDATION (BELOW) \\mil d° 1 d 14 ° I d EXISTING ° REINFORCEMENT CAGE PROPOSED ANCHOR II BOLT REINFORCEMENT. SEE SHEET S-3 FOR II DETAILS EXISTING UNDERGROUND I I I I FEED LINE CONDUIT CONTRACTOR TO LOCATE PRIOR TO DRILLING SECTION 0 1 2 SCALE: 1" = 1'-0" A SCALE IN FEET ATTENTION 0° REF. WAS ASSUMED TO BE ALIGNED WITH NORTH. FIELD VERIFY BASE PLATE ORIENTATION PRIOR TO INSTALLATION. CONTACT TOWER OWNER AND ENGINEER OF RECORD SHOULD ANY DISCREPANCIES ARISE. x EXISTING PORT HOLES (VERIFY LOCATION) EXISTING H—FRAME EXISTING CARRIER EQUIPMENT x NOTE: BASE LEVEL DRAWING PROVIDED BY CROWN CASTLE. (PROPOSED EQUIPMENT (12) 7/8" TO 52 FT LE (1) 1_1/2" TO 52 FT BASE LEVEL DRAWING SCALE: N.T.S. (OTHER CONSIDERED EQUIPMENT) (6) 7/8- TO 62 FT LEVEL (6) 7/8' TO 72 FT LEVEL PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH S'r%� gIVED ��9��_nn``SS EDMONDS, WA. (SNOHOMISH --OM122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT `\ TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SE gID E 0 S �� 4 Qa [� F C. O CG �4 XJ � w '4 52921 �RAL SSl�NAL ElyG March 2, 2022 O 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: BASE SECTION DETAILS SHEET NUMBER: REVISION: S-2 0 TEP#: 75G2G.G57G39 (2) HEAVY HEX NUTS. ° SEE NOTE 10 I I PLATE WASHER, TYP. TOP AND BOTTOM �I I I MATCH TAPER PROPOSED BOLT. INSTALLATION DETAILS FOR APPROVED FASTENERS CAN BE FOUND IN CON-CAT-10300. FORGBOLTS ARE NOT PERMITTED- IN a W N o v z w w :2 U 0 Z w a m < W W J O 2 U w z z 0 U A A 4 da r: PROPOSED ANCHOR BOLT, SEE CHART FOR N DETAILS. SEE NOTE 3 z O w U 0 ui z 0 w w a N N x c� w x w a a w N N D 0 TYP, y, 30mmO BOLT HOLE TO ACCOMMODATE TERMINATION BOLT, TYP. SEE CHART FOR QUANTITY PROPOSED GUSSET PLATE. SEE CHART FOR DETAILS � PROPOSED CONNECTION PLATE. SEE CHART FOR DETAILS (1) HEAVY HEX NUT CONNECTION - a LATE WIDTFr a r } yz„ TYP. SECTION A -A (1) HEAVY HEX NUT. INSTALL TO SNUG TIGHT PLUS 1/4 TURN. TYP. TOP AND BOTTOM OF COUPLING NUT (1) COUPLING NUT, TO BE FULLY ENGAGED NOTCH BASE PLATE AS NECESSARY TO ACCOMMODATE PROPOSED ANCHOR BOLT REINFORCEMENTS Z r PROPOSED ELECTROTAPE 7066 BOND ° °°� BREAKER TAPE OR APPROVED EQUAL _ _ _— � � a ° TO BE INSTALLED AROUND ANCHOR BOLT FOR TOP 12" OF EMBEDMENT la 4— 4 a a s 4 da 4 ° a ° 4 ° 4, °4 ° a a 4 a a 4 ° 4 0 4 a a----------- a °� 4 8 ° 4 ° � a a 4 ANCHOR BOLT REINFORCEMENT B SCALE: N.T.S. NOTES 1. PLATE WASHER SHALL FULLY BEAR ON GUSSET PLATES. 2. REFERENCE CON-CAT-10300 (CURRENT VERSION) FOR ANCHOR ROD DIMENSIONS. 3. RODS SHALL BE GALVANIZED FROM THE TOP OF THE PROJECTION TO 15" BELOW THE SURFACE OF THE CONCRETE, AT A MINIMUM. 4. CORED HOLES SHALL BE MECHANICALLY ROUGHENED USING A CARBIDE HOLE ROUGHENER OR EQUIVALENT. BRUSHING WITH A NYLON OR WIRE BRUSH SHALL BE USED IN THE PROCESS OF HOLE CLEANING, BUT DOES NOT SATISFY THE HOLE ROUGHENING REQUIREMENT. 5. FOLLOW EPDXY MANUFACTURER'S RECOMMENDATIONS FOR HOLE CLEANING. 6. ALL HOLES SHALL BE DRY PRIOR TO PLACING EPDXY. 7. FOLLOW EPDXY MANUFACTURER'S RECOMMENDATIONS REGARDING HANDLING OF THREADED ROD AND EPDXY, AS WELL AS ALL INSTALLATION INSTRUCTIONS AND REQUIREMENTS. 8. TAKE ALL MEASUREMENTS NECESSARY TO AVOID DAMAGING EXISTING REINFORCING BARS DURING CORING OPERATIONS. NOTIFY FOR IMMEDIATELY IF EXISTING REINFORCING BARS ARE ENCOUNTERED AND INTERFERE WITH PLACEMENT OF NEW ANCHORS. MINOR ADJUSTMENT TO PROPOSED LOCATION OF NEW ANCHORS MAY BE REQUIRED. CONTRACTOR MAY BATTER ANCHORS UP TO 1 TOWARD CENTER OF TOWER TO AVOID INTERFERENCES. 9. IF BASE PLATE GROUT REPAIR IS REQUIRED FOR ANCHOR ROD INSTALLATION, SEE ENG-STD-10323: BASE PLATE GROUT, FOR PROCEDURES AND RECOMMENDED MANUFACTURERS. CONTRACTOR SHALL DETERMINE THE QUANTITY REQUIRED. 10. ONCE ALL RESIN AND GROUT HAVE CURED, NEW ANCHOR ROD REINFORCING SHALL BE TARGET TENSIONED TO THE VALUE LISTED IN THE TABLE ON THIS SHEET. SEE CED-PRC-10119: PULL-OUT TESTING POST -INSTALLED ANCHOR RODS, FOR SPECIFICATIONS. AFTER ANCHOR BOLT LOAD TESTING IS COMPLETE, INSTALL FIRST NUT TO SNUG TIGHT PLUS 1/4 TURN BEFORE INSTALLING SECOND NUT. 11. CONTRACTOR SHALL VERIFY THAT A PULL TEST IS ABLE TO BE PERFORMED USING THE ANCHOR ROD PROJECTION SHOWN. 12. WHEN COMPLETED WITH EPDXY INSTALLATION, THE TOP OF THE EPDXY SEAL SHALL BE EQUAL TO OR HIGHER THAN THE TOP OF THE FOUNDATION, SUCH THAT WATER IS NOT ABLE TO COLLECT IN THE ANNULAR AREA AROUND THE EXPOSED PORTION OF THE ANCHOR ROD. 13. GC SHALL PROVIDE PHOTO WITH MEASUREMENT OF ANCHOR ROD THREAD ENGAGEMENT INTO COUPLING NUT PRIOR TO INSTALLING ANCHOR ROD EXTENSION. PHOTOS SHALL BE INCLUDED IN MODIFICATION INSPECTION. END OF ANCHOR ROD EXTENSION SHALL BE FLUSH WITH END OF ANCHOR ROD ONCE INSTALLED INTO COUPLING NUT. 14. IF ANCHOR ROD IS FIELD -CUT, GC SHALL PROVIDE PHOTOS OF THE COLD -GALVANIZED ROD ENDS TAKEN PRIOR TO COUPLING NUT INSTALLATION. GUSSET PLATE DESCRIPTION MEASUREMENT HEIGHT S-11" TOP WIDTH 1'-0" BOTTOM WIDTH 1'-0" THICKNESS 3/4' MATERIAL ASTM A572-65 TOTAL QUANTITY 6 CONNECTION PULATEE:�] DESCRIPTION MEASUREMENT HEIGHT 4'-0" WIDTH 5)z" THICKNESS 1y4" NO. BOLT HOLES 15 MATERIAL ASTM A572-65 TOTAL QUANTITY 3 ACCESSORIES 11 DESCRIPTION MEASUREMENT COUPLING NUT 13/a" MATERIAL ASTM A563 TOTAL QUANTITY 3 ANCHOR BOLT —] DESCRIPTION MEASUREMENT CCI BARB CCI-BARB-175-15 PART N0. CCI AR NA PART N0. ANCHOR 13/a" BOLT DIA. TOTAL QUANTITY 3 MATERIAL ASTM A193 GR. 67 DRILL HOLE 2.. DIAMETER TARGET TENSION 111 KIPS EPDXY ALLFASTENERS HILTI HIT- AF35LVE RE 500 V3 EMBEDMENT 5'-0" 5'-6" LENGTH 11'-9" 12'-3" ACCESSORIES DESCRIPTION MEASUREMENT HEAVY HEX NUT 13/a" MATERIAL ASTM A563 TOTAL QUANTITY 15 DESCRIPTION MEASUREMENT PLATE WASHER PL7"x7"x2" (i%" DIA. HOLE) MATERIAL ASTM A572-50 TOTAL QUANTITY 6 PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH STV�gjWED EDMONDS, WA. _,p,�J (SNOHOMISH 55'-0"t SPLICE 2 � PROPOSED BULKHEAD 2 PROPOSED CONCEALMENT CANISTERS BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS, TYP. — 45'-0"t (� PROPOSED BULKHEAD 1 PROPOSED 8 XXS (8.625" O.D. x 0.875") ASTM A53—B-35 TOWER SECTION, TYP. EXISTING TOWER SECTION, CONCEALMENT CANISTERS, AND BULKHEAD ATTACHMENTS TO BE REMOVED, TYP. 35'-0"t SPLICE 1 EXISTING TOWER SECTION EXISTING PORT HOLES (VERIFY LOCATION) — I I I I I I I I I I PARTIAL ELEVATION SCALE: 3/8' = V-0" ----------------------- PROPOSED FLANGE BOLT, TYP. SEE SHEET S-7 FOR DETAILS I — I PROPOSED FLANGE PLATE (PIECEMARK #: PL-4). SEE SHEETS S-7 AND S-10 FOR DETAILS I I PROPOSED BULKHEAD BY EHRESMANN. — I SEE PRELIMINARY DRAWINGS FOR DETAILS PROPOSED FLANGE PLATE (PIECEMARK #: PL-3). SEE SHEETS S-7 AND S-10 Il FOR DETAILS — — — — — — — — — — — — — — — — — — — — — — ---------------------- PROPOSED BULKHEAD BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS I I I_ I I I I I - � I I I I — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED FLANGE BOLT, TYP. SEE PROPOSED FLANGE STIFFENER SHEET S-6 FOR DETAILS ;'I (PIECEMARK #: PL-1), TYP. SEE TYP, She SHEETS S-6 AND S-9 FOR DETAILS PROPOSED FLANGE PLATE (PIECEMARK #: PL-2). SEE SHEETS S-6 AND S-9 — — I FOR DETAILS D S6 PROPOSED BULKHEAD BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS I I I I I � G I I EXISTING FLANGE S6 — — — — PROPOSED BOLTED FLANGE BRACKET PLATE TO REMAIN (ASSEMBLY #1), TYP. SEE SHEETS S-6 AND S-8 FOR DETAILS EXISTING PORT HOLE EXISTING TOWER — ------------ (VERIFY LOCATION)— — — — — — — — —— SECTION — — — — — — — —— 0 2 4 SCALE IN FEET PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH s,r%SgIWED EDMONDS, WA (SNOHOMISH COMM PLANS PREPARED BY: an OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT l� 1�1 :2: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEA �?,ID 0 W 5 z W x � � 52921 ti{�4 Gj4 SSIDNAL ��G 5Warck 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS I SHEET NUMBER: REVISION: S-4 ° TEP#: 75G2G.G57G39 75' — 0"± T/ TOWER PROPOSED CONCEALMENT CANISTERS BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS, TYP. — jk 65'-0"t PROPOSED BULKHEAD 3 PROPOSED 6 XXS (6.625" O.D. x 0.864") ASTM A53-B-35 TOWER SECTION, TYP. EXISTING TOWER SECTION, CONCEALMENT CANISTERS, AND BULKHEAD ATTACHMENTS T REMOVED, TYP, 55'-0"t SPLICE 2 q PROPOSED BULKHEAD 2 r---------------------------------------� PROPOSED FLANGE BOLT, TYP. SEE SHEET S-7 FOR DETAILS I I PROPOSED P PRELIMINARY NARY DRAWINGS FOR BULKHEAD BY ANN. SEE DETAILS I I I I I I I I SIM. F s7 — I PROPOSED FLANGE PLATE (PIECEMARK #: PL-4). SEE SHEETS S-7 AND S-10 FOR DETAILS I I L------------------------------------J PARTIAL ELEVATION SCALE: 318" = 1'-O" r-- I PROPOSE SEE PREI DETAILS I I I I I I I I _J I I I I I I I I I I I I I I 0 2 4 SCALE IN FEET PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH ST ED EDMONDS, WA (SNOHOMISH C0MJ22 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT A�,1ll :2: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: g1DGE G �J AS A.�S rG 52921 RAL�G March 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS II SHEET NUMBER: REVISION: ° S-5 TEP#: 75G2G.G57G39 EXISTING PORT HOLE (VERIFY LOCATION) (6) PROPOSED 7/8"0 ASTM A325 BOLTS AS SHOWN. CONTRACTOR TO PRETENSION BOLTS EXISTING FLANGE PLATE TO REMAIN. (6) EXISTING FLANGE BOLTS TO BE REMOVED EXISTING TOWER SECTION PROPOSED BULKHEAD BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS SECTION SCALE: 1Y2" = 1'-0" r, 0' (REF.) PROPOSED BOLTED FLANGE BRACKET (ASSEMBLY #1), TYP. SEE SHEET S-8 FOR DETAILS EXISTING PORT HOLE (VERIFY LOCATION) (6) PROPOSED %"0 ASTM A325 BOLTS AS SHOWN. CONTRACTOR TO PRETENSION BOLTS PROPOSED FLANGE STIFFENER (PIECEMARK #: PL-1), TYP, OF 6. SEE SHEETS S-4 AND S-9 FOR DETAILS EXISTING TOWER SECTION (BELOW) 11 PROPOSED BULKHEAD BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS 0 ' 2 SECTION D SCALE IN FEET SCALE: 1Yz" 0' (REF.) PROPOSED FLANGE PLATE (PIECEMARK #: PL-2). SEE SHEET S-9 FOR DETAILS PROPOSED TOWER SECTION. SEE SHEET S-4 FOR DETAILS SEE SHEET S-9 FOR FLANGE PLATE WELD DETAIL 0C\-1 0 1 2 SCALE IN FEET PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH ST,i,gNED EDMONDS, WA. ___`_S_ (SNOHOMISH C0W9122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT l� 1 1�1 TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: �jt1D G w y� 52921 lw lzJ� � �L SSIGNAL ECG :March 2, 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS III SHEET NUMBER: REVISION: ° S-6 TEP#: 75G2G.G57G39 HKUHUJLU JULKHLAU by rrcUrU�)tu rLH1NUL rILHit HKUFUJt EHRESMANN. SEE (PIECEMARK #: PL-3). EHRESMF PRELIMINARY DRAWINGS FOR SEE SHEET S-10 FOR PRELIMIN DETAILS DETAILS DETAILS (6) PROPOSED 1"0 ASTM PROPOSED TOWER (6) PROF A325 BOLTS AS SHOWN. SECTION. SEE SHEET S-4 A325 BO CONTRACTOR TO FOR DETAILS CONTRAC PRETENSION BOLTS PRETENSI SEE SHEET S FOR FLANGE WELD DETAIL SECTION E SCALE: 1Y2" = 1'-0" O i 6 0° (REF.) 0 ' 2 I SECTION F SCALE IN FEET SCALE: 3" = 1'-0" J r LHINUL rLH I L RK #: PL-4). T S-10 FOR ) TOWER SEE SHEET S-5 AILS SEE SHEET S-9 FOR FLANGE PLATE WELD DETAIL 0° (REF.) 0 3" 6" 9" 12" SCALE IN INCHES PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH S-rf�¢,i�gNED EDMONDS, WA.d�_T_`_S_ (SNOHOMISH C00122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT �1 ." AM •" lklffil TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: �jt1D G WA � A C. 52921 lw lzJ� � �L SSIDNAL ECG :March 2, 2022 0 03-02-22 MODIFICATION DRAWINGS REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS IV SHEET NUMBER: REVISION: S-7 ° TEP#: 75G2G.G57G39 NOTE: SHIMS GREATER THAN Y4" IN THICKNESS LOCATED BETWEEN THE MONOPOLE SHAFT AND FLANGE BRACKET SHALL BE WELDED TO THE FLANGE BRACKET. EXISTIN PLATE PROPO' BRACKF #1) SEI FOR DE SECTION G SCALE: N.T.S. PROPOSED FLANGE STIFFENER (PIECEMARK #: PL-1), TYP. OF 6. SEE SHEET S-9 FOR DETAILS PROPOSED %"0 ASTM A325 FLANGE BOLT. CONTRACTOR TO PRETENSION BOLTS PROPOSED FLANGE PLATE (PIECEMARK #: PL-2). SEE SHEET S-9 FOR DETAILS PROPOSED BULKHEAD BY EHRESMANN. SEE PRELIMINARY DRAWINGS FOR DETAILS 35'-0"± SPLICE 1 ) PROPOSED %"0 ASTM 525 FLANGE BRACKET ITS. CONTRACTOR TO TILL 1A6"O HOLE THROUGH JSTING TOWER SHAFT TO ;COMMODATE PROPOSED )LT. CONTRACTOR TO ZETENSION BOLTS STING MONOPOLE AFT a N BOTTOM VIEW PIECEMAF SEE SHEI DETAILS PIECEMAF SEE SHEI DETAILS PIECEMAF TYP. SEE FOR DET, %" j 3" TYP, FRONT VIEW PIECEMARK #: PL-6. SEE SHEET S-10 FOR DETAILS PIECEMARK #: PL-5. SEE SHEET S-10 FOR DETAILS PIECEMARK #: PL-7, TYP. SEE SHEET S-10 FOR DETAILS JIRED SIDE VIEW 0 3" 6" 9" 12" SCALE IN INCHES BOLTED FLANGE BRACKET (ASSEMBLY #1) - TYPICAL OF 6 SCALE: 3" = 1'-O" PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH ST%�gNED EDMONDS, WA (SNOHOMISH C0M122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT l� 1 A�,1ll 40\ Iftlil SANNE TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: �'zjDQ& 5 � z O 52921 Oft darck 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS V SHEET NUMBER: REVISION: U S-8 TEP#: 75G2G.G57G39 FLANGE WELD DETAIL SCALE: N.T.S. F-1 1" CHAMFER PIECEMARK #: PL-1 SCALE: 1Y2" = 1'-O" SECTION m a SED 3/4" TH. A572-50 - I 0 1 2 SCALE IN FEET 2' - 09" ------------g3/a• -------- o a 'I w} PROPOSED 15/6"O HOLE TO ACCOMMODATE 7/a"0 BOLT, \ 60 0 PROPOSED 2Y2" TH. ASTM A572-50 PLATE PIECEMARK #: PL-2 SCALE: 3" = 1'-O" 0 3" 6" 9" 12" SCALE IN INCHES PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH S-rf�¢,i�gNED EDMONDS, WA.-_--`-S- (SNOHOMISH C00122 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT �1 ." AM •" lklffil TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SEA �9t1D 4- `u s '� G 4 �w 0Ir 52921 lw lzJ� SSIDNAL ECG :March 2, 2022 0 03-02-22 MODIFICATION DRAWINGS REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS VI SHEET NUMBER: REVISION: ° S-9 TEP#: 75G2G.G57G39 FLANGE PLATE OUTER INNER PLATE BOLT CIRCLE BOLT HOLE SHEET PIECEMARK # QUANTITY DIAMETER (IN) DIAMETER (IN) THICKNESS (IN) DIAMETER (IN) DIAMETER (IN) REFERENCE PL-3 1 1'-4" 83/4" 15/8" 1'-0Y2" 1yl6, S-7 PL-4 2 1'-4" 63/4" 15/8" 1'-0Y2" 1Y,6" S-7 (6) PROPOSED BOLT HOLES TO ACCOMMOf O BOLTS, TYP. SEE CH FOR DETAILS NNER DIAMETER SEE CHART PROPOSED ASTMA572-50 PLATE. SE CHART FOR DETAILS-�-� PIECEMARK #: PL-3 AND PL-4 SCALE: N.T.S. PIECEMARK #: PL-6 SCALE: 3" = 1'-0" 43/" 23/a', 23/„ PROPOSED 3/4" TH. (ASTM A572-50) PLATE PROPOSED 15/i6°O HOLE TO ACCOMMODATE %"0 BOLT, TYP. 0 3" 6" 9" 12" SCALE IN INCHES PIECEMARK #: PL-5 SCALE: 3" = 1'—O" 3/4" CHAMFER— PIECEMARK #: PL-7 SCALE: 3" = 1'—O" 4 3/4" 2 3/8„ 2 1 L ! = 4" PROPOSED 1" TH. (ASTM A572-50) PLATE PROPOSED 15/6"0 HOLE TO BE FIELD DRILLED TO MATCH PROPOSED FLANGE BOLT LOCATION 0 3" 6" 9" 12" Nome SCALE IN INCHES 1 PROPOSED Y2" TH. (ASTM A572-50) PLATE 0 3" 6" 9" 12" SCALE IN INCHES PLANS PREPARED FOR: CROWN CASTLE PROJECT INFORMATION: N FIRDALE VILLAG/DENTAL BU #: 826146 10014 238TH STR��gNED EDMONDS, WA�nn (SNOHOMISH C0MJ22 PLANS PREPARED BY: CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT l� 1 A�,1ll 40i TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net SE g1D E G ti 0 A.�S rG 52921 RAL I✓�G �SIONAL 5Warck 2 2022 0 03-02-22 MODIFICATION DRAWING5 REV DATE ISSUED FOR: DRAWN BY: JLW I CHECKED BY: RKE SHEET TITLE: CONCEALMENT INSTALLATION DETAILS VII SHEET NUMBER: REVISION: S-10 ° TEP#: 75G26.G57G39 ELEV. 75.0'± - 60" 0± 547.0± EHRESMANN ENGINEERING, INC. O.D. CONSULTING ENGINEERINGS (REF) [4x @ 9p°] , , 4400 WEST 31ST STREET RECEIVED — ' ELEV. 65.0'± -- ; ; e ` , YANKTON, SD 57078 8/9/22 (605) 665-7532 CITY OF EDMONDS -9780 / � 59196" DEVELOPMENT � I.D.. (605) 665 SERVICES DEPARTMENT (REF) �T- ww.ehresmannengineering.com NCEALMENT C EREK OCHOAIOA@EHRESMANNENGINEERING.COM I S TE ` ES TO -MOD TALLATION DRAWINGS IND X OF DRAWINGS ELEV. 55.0'± -- ` DESCRIPTIO DWG# DESCRIPTION DWG# EHRESMANN ENGINEERING INSTALLATION G E AND WARRANTY CONCEALMENT SHROUDS, H-BRACKET ASSEMBLY 111270E02 WARRANTY INSTALLATION DETAILS HDPE MATERIAL CHARACTERISTIC & MSDS - HDPE-MAT-REV01 CONCEALMENT SHROUDS, TYPICAL CANISTER SHROUDS 111270E03 PHYSICAL AND CHEMICAL CHARACTERISTICS INSTALLATION DETAILS CONCEALMENT SHROUDS, BULKHEAD 111270E01 CROWN CASTLE CONCEALMENT REINFORCEMENT OPS-PRC-10127 INSTALLATION DETAILS SOLUTION (REV D; 06/29/2020) EOR: TEP (CR N CASTLE EEI JOB ORDER #111270 i DATE: 02/28/2022 EEI PROPOSAL # N/A EEI PROPOSAL DATE: N/A SITE: BU #826146 N FIRLIALE VILLAG/DENTAL, WA ELEV. 45.0'± 10014 238TH STREET SW PAINT INFORMATION PAINT COLOR TBD SW COLOR CODE SWxxxx STEEL PAINT AREA TBD (FT .2) HDPE PAINT AREA TBD (FT .2) TOTAL PAINT AREA TBD (FT?) FDMOND 6 9A25 INGOTOG: 9122 022' 01.14" aD EIGHT: 35.0'± - 75.0'± IGHT:75.0'± R DIA: 60"0± (VENTED) [20,4] P OJECT NO.: 75626.657639 NO.: # VPO-0628146 DATE: 02/16/2022 GENERAL NOTES: PROPRIETARY / PATENT NOTES: 1. FROM THIS POINT FORWARD, EHRESMANN ENGINEERING, INC. SHALL BE REFERRED TO AS LEI. 1. ALL EHRESMANN ENGINEERING, INC. (EEI) CONCEALMENT ITEMS, DESIGNS, AND 2. THESE DRAWINGS ARE A PRELIMINARY DESIGN TO BE USED FOR REPRESENTATIVE AND BIDDING PURPOSES ONLY. THESE DRAWINGS ARE NOT TO BE USED, IN PART OR IN WHOLE, SPECIFICATIONS ARE PROPRIETARY AND THE PROPERTY OF EEI. ELEV. 35.0 ± --- FOR FABRICATION OR INSTALLATION. 2. THESE DRAWINGS SHALL NOT BE REPRODUCE OR USED IN WHOLE, OR IN PART, AS THE 3. THESE ARE CONSIDER TO BE FINAL INSTALLATION DRAWINGS ONCE THEY HAVE BEEN APPROVED BY THE GENERAL CONTRACTOR (GC) AND THE ENGINEERING OF RECORD (EOR). BASIS OF THE MANUFACTURING OR SALE OF ANY CONCEALMENT ITEMS WITHOUT THE rl LJ 4. THE EEI CONCEALMENT REPRESENTATIVE, DEREK OCHOA, MAYBE BE CONTACTED AT D.00HOA@EHRESMANNENGINEERING.COM OR BY CALLING 605.665.7532. A MOBILE NUMBER IS EXPRESS WRITTEN PERMISSION OF EEI OR IT'S REPRESENTATIVE. AVAILABLE UPON REQUEST. 3. EEI CONCEALMENT ITEMS ARE PATENTED. PATENT NO. 10,749,240 8 PATENT NO. 10,098,316, ALL OTHER ITEMS NOT COVERED UNDER THE AFOREMENTIONED 5. ALL ITEMS SHOULD BE SORTED AND VERIFIED BEFORE FINAL ASSEMBLY. 6. EEI IS NOT RESPONSIBLE FOR ANY DAMAGE OR BACK CHARGES DUE TO INCORRECT HANDLING, IMPROPER INSTALLATION, AND/OR FAILURE TO READ THROUGH AND UNDERSTAND PATENTS ARE TO BE CONSIDERED AS PATENT PENDING BY THE UNITED STATES PATENT THIS INSTALLATION PACKAGE. AND TRADEMARK OFFICE. PARTIAL ELEVATION 7. FOR MODIFICATION JOBS, FIELD VERIFY ALL ITEMS FOR PROPER FIT AND ALIGNMENT BEFORE FINAL ASSEMBLY AND ATTACHMENT. EEI WILL NOT BE RESPONSIBLE FOR IMPROPER N.T.S. FIT OR CORRESPONDING BACK CHARGES WHERE EEI WAS NOT A PARTY TO SITE INSPECTION, STRUCTURAL MODIFICATION DESIGN AND/OR COMPLETE INSTALLATION OF ALL STRUCTURAL AND CONCEALMENT ITEMS MATERIAL SAFETY DATA SHEET Product Designation: Recycled HDPE (High Density Polyethylene) Section 1 Manufacturer's Name/Address„ Phone 320-834-2293 Reprocessed Plastics, Inc. Fax 320-834-229,0 Dba. Recycled Plastics Email office@gipo-rpi.com PO Box 125 Website www.gipo-rl)i.com 8301 County Rd. 82 NW Garfield, MN 56332 Section 2-Hazardous Ingredients/Identity This product has not been evaluated as a whole. However, some fumes may be released upon heating and the user must take the necessary precautions (ventilation, personal protective equipment, etc.) to protect employees from exposure (see Section 7-Special Precautions.) Hazardous Component(s) OSHA ACGIH Other Exp. CAS Chemical/Common Names PEL PEL Limits % Number Polyethylene Plastics N/L N/L N/L I00 9002-88-4 This material is NOT HAZARDOUS by OSHA communication definition. Section 3-Physical and Chemical Characteristics TEST ASTM NUMBER TYPICAL VALUE Tensile Strength D 638 1,800 — 3,000 psi Modulus of Elasticity D 638 50,000 — 150,000 psi Elongation D 638 5 — 50 % Flexural Modulus D 790 100,000 — 200,000 psi Compression D 1037 3,000 — 5,000 psi Moisture Content D 570 0 % Water Absorption D 570 0 % Density D 1895 0.92 — 1.5 g/cc Hardness — Shore D D 2240 50 — 108 Sheer Strength D 732 1,800 — 2,500 psi Ultimate Sheer Strength D 143 500 — 600 psi This Material Safety Data Sheet and the information it contains are offered to you in good faith as accurate. We believe the information it contains to be correct but cannot guarantee its accuracy or completeness. It is the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations. No statement made in this data sheet shall be construed as a permission or recommendation for the use of any product in a manner that might infringe existing patents. No warranty is made, either expressedor implied. Section 3-Physical and Chemical Characteristics -Continued Abrasion Resistance D 2394 0.005" — 0.015" wear/1000 revs Self -Ignition Temperature D 1929 700 — 850 F Flash Ignition Temperature D 1929 650 — 750 F Flame Spread E 84 70 — 90 Coefficient of Linear Thermal Expansion D 696 1.0 — 2.0 x 10 in/in/ F Static Coefficient of Friction D 2047 0.1 — 0.5 Notched izod impact D 746 0.7 — No Break lbs. /in Direct Nail Withdrawal D 1037 40 — 60 lbs. Nail Head Pull Through D 1037 400 — 500 lbs. Thermal Resistance C 177 1.386 F ft. h/BTU Thermal Conductance C 177 0.72 BTU-in/ft. F Thermal Conductivity C 177 0.378 in/ft. h F Thermal Resistivity C 177 2.78 ft. F h/BTU Termite Resistance D 1761 9.6 — 9.8 rating Modulus of Rupture D 4761 1,400 —1,600 psi Fungus Resistance D 1413 No Decay Leachate (f) TCLP-EPA 1311 Pass Fungal Resistance US Military Standard 81 O-D No signs of visible fungal growth Method 508.3 Ultra Violet Deterioration Rate Insignificant . based on''/:" thick material "Note - This is for virgin HDPE. Recycled material will be as good as 90% of the above. There are absolutely no guarantees for any of our recycled material. Appearance and Odor Color varies; faint aromatic odor Melting Point 220-280°F (108-138°C) This Material Safety Data Shut and the information it contains are offered to you in good faith as accurate. We believe the information it contains to be correct but cannot guarantee its accuracy or completeness. It is the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations. No statement made in this data sheet shall be construed as a permission or recommendation for the use of any product in a manner that might infringe existing patents. No warranty is made, either expressed or implied. RECEIVED 8/9/22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THESE DRAWINGS AND SPECIFICATIONS ARE PROPRIETARY AND ARE THE PROPERTY OF EHRESMANN ENGINEERING, INC. AND SHALL NOT BE REPRODUCED OR USED IN WHOLE OR IN PART AS THE BASIS OF THE MANUFACTURING OR SALE OF ITEM(S) WITHOUT WRITTEN PERMISSION. E E ELEV. 75.0'±--- I TOP OF MAST /BH #4 9'-1116"± 60CSV119.56_20 (4X) D ELEV. 65.0'±--- B H #2 in 9'-111fi"± 60CSV119.56_20 (4X) C ELEV.5BH#3 - - BH #3 in 9'-11116 ± 60CSV 119.56_20 (4X) B ELEV. 4BH#2 - - B #2 9'-11116 ± 60CSV 119.56_20 (4X) A ELEV. 35.0'±--- TOP OF POLE /BH #1 PARTIAL ELEVATION N.T.S 19,_g7„+ PIPE 6XXS PROPOSED NEW SPINE FLANGE TO FLANGE 77'+ PIPE 8XXS PROPOSED NEW SPINE FLANGE TO FLANGE V W D_004 (4) W D_001 (4) PL_001 (4) W D_003 SECTION C-C N.T.S. SECTION A -A N.T.S. W D_004 .T 'B' (4) W D_002 (4) PL_001� (4) <*`IIII"l �A A 006 ` BLT'D' 000 i0-o-00-0-.000C 000C (16) 0000 .000� SECTION D-Q0) N.T.S. Weldment Part Qty Description Weight WD 001 4 4-WAY CLAMP PIPE CLAMPE - PIPE 8XXS --- WD 002 4 4-WAY CLAMP PIPE CLAMPE - PIPE 6XXS --- WD-003 1 BH #1 - 60" 0 A572 GR.50/65 (20SD, 4 SEC) - W/ MESH --- STU D 'A' (8) WD 004 8 BH #2 - 60" 0 A572 GR.50/65 (20SD, 4 SEC) - CLAMP -ON --- BLT'D' WD -005 1 BH #3 - 60" 0 A572 GR.50/65 (20SD, 4 SEC) --- (16) WD 006 1 BH #4 - 60" 0 A572 GR.50/65 (20SD, 4 SEC) - W/ MESH --- PL 001 8 CONNECTION PLATE - 3/16" X 5" X 7-1/2" A572 GR. 50/65 --- STUD 'A' 16 5/8-11 B7 STUD HDG W/NUT(2) L/W(2) HDG --- BLT 'A' 6 7/8-9 A325 BOLT W/ NUT L/W HDG --- BLT'B' 6 1-8 A325 BOLT W/ NUT L/W HDG --- BLT'C' 6 1-8 A325 BOLT W/ NUT L/W HDG04. R BLT'D' 32 1/2-13 A325 BOLT W/ NUT L/W HDG -- � g�� E' *r6) BLT'E' 32 DEVELOPMENT 1 1/2-13 A325 BOLT W/ NUT L/W HDG SERVICES DEPARTME T --- TOTAL WT = TBD# GENERAL NOTkAECIFICATIONS 1. ALL MATE WILL BE FINALIZED ONCE THE FINAL INSTALLATION DRAWINGS ARE COMPLETED AND REVIEWED / APPROVED BY THE GENERAL CONTRACTOR (GC) AND THE ENGINEERING OF RECORD (EOR). 2. TO ALLOW FOR COOLING AND TO EXCLUDED INTERIOR WILDLIFE, BULKHEADS ARE TO HAVE STEEL MESH AS NEEDED. C' 3. COVER, SPLICE, AND WASHER PLATES ARE TO BE USED AS NEEDED. COVER, SPLICE, AND WASHER PLATES ARE (6) OSMETIC ONLY AND NOT CONSIDERED STRUCTURAL - UNLESS OTHERWISE SPECIFIED AND NOTED ON THE FDRAWINGS. OR BOLT -ON CANISTERS, DRILL EXISTING CANISTER MOUNTING HOLE AND ADDITIONAL HOLES TO 9/16"0 MAX. COLD ALVANIZE ONCE ALL HOLES ARE DRILLED. ALL PLATE TO BE A572 GRADE 50/65 - UNLESS OTHERWISE SPECIFIED. �o io 5. ALL ROUND TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. io 6. ALL SHAPED TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. 0 7. ENSURE THAT ALL FASTENERS AND ASSOCIATED HARDWARE ARE INSTALLED IN ACCORDANCE WITH THE DRAWINGS. .0 8. HANDLE CONCEALMENT ITEMS WITH CARE. EEI IS NOT RESPONSIBLE FOR DAMAGE DUE TO NEGLECTFUL HANDLING ON .o 0 0 SITE BY EITHER THE TRANSPORTATION COMPANY OR INSTALLATION CREW - OR THEIR REPRESENTATIVES. 0 9. QC PHOTOS ARE TAKEN PRIOR TO PACKAGING AND SHIPPING. 10. ALL INSTALLATION DRAWINGS ARE TO BE REVIEWED BEFORE THE START AND DUING THE INSTALLATION PROCESS. THE NOTES EEI CONCEALMENT REPRESENTATIVE, DEREK OCHOA IS AVAILABLE AND MAYBE BE CONTACTED AT THE FOLLOWING #2 & #3 E-MAIL:'D.00HOA@EHRESMANNENGINEERING.COM' AND BY THE NUMBERS LISTED BELOW IN THE TITLE BLOCK. -A MOBILE NUMBER IS AVAIABLE UPON REQUEST. 11. ALL ITEMS SHOULD BE SORTED AND VERIFIED BEFORE FINAL ASSEMBLY. 12. EEI IS NOT RESPONSIBLE FOR ANY DAMAGE OR BACK CHARGES DUE TO INCORRECT HANDLING, IMPROPER INSTALLATION, AND/OR FAILURE TO READ THROUGH AND UNDERSTAND THIS INSTALLATION PACKAGE. 13. FOR MODIFICATION JOBS, FIELD VERIFY ALL ITEMS FOR PROPER FIT AND ALIGNMENT BEFORE FINAL ASSEMBLY AND ATTACHMENT. EEI WILL NOT BE RESPONSIBLE FOR IMPROPER FIT OR CORRESPONDING BACK CHARGES WHERE EEI WAS NOT A PARTY TO SITE INSPECTION, STRUCTURAL MODIFICATION DESIGN AND/OR COMPLETE INSTALLATION OF ALL STRUCTURAL AND CONCEALMENT ITEMS. PROPRIETARY / PATENT NOTES: 1. ALL EHRESMANN ENGINEERING, INC. (EEI) CONCEALMENT ITEMS, DESIGNS, AND SPECIFICATIONS ARE PROPRIETARY AND THE PROPERTY OF EEI. 2. THESE DRAWINGS SHALL NOT BE REPRODUCE OR USED IN WHOLE, OR IN PART, AS THE BASIS OF THE MANUFACTURING OR SALE OF ANY CONCEALMENT ITEMS WITHOUT THE EXPRESS WRITTEN PERMISSION OF EEI OR IT'S REPRESENTATIVE. 3. EEI CONCEALMENT ITEMS ARE PATENTED. PATENT NO. 10,749,240 & PATENT NO. 10,098,396. ALL OTHER ITEMS NOT COVERED UNDER THE AFOREMENTIONED PATENTS ARE TO BE CONSIDERED AS PATENT PENDING BY THE UNITED STATES PATENT AND TRADEMARK OFFICE. NAME Ehresmann Engineering, Inc. DRAWN BY: DDO CHECKED BY: D.TITLE: ENG APPR. ` CONCEALMENT SHROUDS MFG APPR. BULKHEAD INSTALLATION Q.C. DETAILS Slte. BU #826146 4400 West 31st Street DWG. NO. N FIRDALE VILLAG/DENTAL, WA Yankton, SD 57078 111270E01 DRAWING CREATED 02/28/2022 605-665-7532 605-665-9780 Sheet NO. DESCRIPTION DATE Job# 111270 Www.ehresmannengineering.com E01 Rev. 00 ELEV. 75'-0"± ---- ELEV. 65'-0"± ---- ELEV. 55'-0"± ELEV. 45'-0"± ELEV. 35'-0"± ---- 10HBA119.56 (4) 10HBA119.56 (4) 10HBA119.56 (4) 10HBA119.56 (4) TOP MAST r H-BRACKET I ATTACHMENT ELEV. 75.0' ± INTERMEDIATE H-BRA T r ATT C I ELE 0 —i 1± L ►' 45 _ PROPRIETARY I PATENT NOTES: 1. ALL EHRESMANN ENGINEERING, PROPRIETARY AND THE PRO 2. THESE DRAWINGS SHALL NO B 3. IMPORTANT - PLEASE READ FLAT WASHER NOTE 1. 541030 GOES ON THE OUTSIDE OF THE H-BRACKET (4X) AS SHOWN. 2. 541030 GOES ON THE INSIDE OF THE H-BRACKET (3X) AS SHOWN. 3. INTERIOR WELD NUT ONLY GETS 541030 ON THE OUTSIDE OF THE H-BRACKET - NOT ON THE INSIDE. 4. DO NOT USE 541033 - 318 X 1-1/4 FENDER WASy_ZP 5. 541033 IS FOR USE ON CANISTER SHROREF. PAGE' PAGE E03' A STEP #2 503059 (1) 541030(2) I _ � TYPICAL H-BRACKET kTTACHMENT DETAILS 0. PRODUCE OR USED IN WHOLE, OR IN PART, AS THE BASIS OF THE CONCEALMENT ITEMS WITHOUT THE EXPRESS WRITTEN PERMISSION OF & PATENT NO. 10,098,396. ALL OTHER ITEMS NOT COVERED UNDER THE AFOREMENTIONED PATENTS ARE TO BE CONSIDERED AS PATENT PENDING BY THE UNITED STATES PATENT AND TRADEMARK OFFICE. TOTAL WT = TBD# H-BRACKET ASSEMBLY ATTACHMENT STEPS: 1. INSTALL H-BRACKETS ASSEMBLIES BEGINNING AT THE TOP AND WORKING YOUR WAY TO DOWNWARD. 2. USE TOUCH-UP PAINT AS NEEDED TO COVER SCRATCHES, EXPOSED FASTENERS AND HARDWARE. COVER ALL EXPOSED SURFACES THAT WERE NOT PAINTED BY THE MANUFACTURE. RECEIVED 3. USE 503062 & 541030 TO ATT H EITHER END OF THE H-BRACKET TO THE WELDMENT CHi-- — - -- __ - —HE: WELD NUT ON THE BAC - 54 GOES ON THE OUTSIDE OF THE H-BRACKET ASSEMBLY. O� �7� LL 4. USE 503105 & 541030 TO ACHING H-BRACKET TO TOP AND BOTTOM OF l'HEFgNW-(1) 541030 GOES ON UTSIDIIIIIPF THE H-BRACKET ASSEMBLY SERVICES DEPARTMENT 5. CONTINUE STEP 1, #2, #3 AS YOU MOVE DOWNWARD TOWARDS THE MAST BASE. GENERAL N 1. ALL MATERIA PECIFICATIONS WILL BE FINALIZED ONCE THE FINAL INSTALLATION DRAWINGS ARE co( iND REVIEWED / APPROVED BY THE GENERAL CONTRACTOR (GC) AND THE ENGINEERING OF REC D O 2. TO ALLOW FOR COOLING AND TO EXCLUDED INTERIOR WILD LIFE, BULKHEADS ARE TO HAVE STEEL MESH AS NEEDED. .3. COVER, SPLICE, AND WASHER PLATES ARE TO BE USED AS NEEDED. COVER, SPLICE, AND WASHER PLATES "ARE COSMETIC ONLY AND NOT CONSIDERED STRUCTURAL - UNLESS OTHERWISE SPECIFIED AND NOTED ON THE DRAWINGS. d Al I PI ATF TO RF AR77 rRAIIF Rn/RF - I INI FRS OTHFRWIGF GPFr.IFIFII 5. ALL ROUND TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. 6. ALL SHAPED TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. 7. ENSURE THAT ALL FASTENERS AND ASSOCIATED HARDWARE ARE INSTALLED IN ACCORDANCE WITH THE DRAWINGS. 8. HANDLE CONCEALMENT ITEMS WITH CARE. EEI IS NOT RESPONSIBLE FOR DAMAGE DUE TO NEGLECTFUL HANDLING ON SITE BY EITHER THE TRANSPORTATION COMPANY OR INSTALLATION CREW - OR THEIR REPRESENTATIVES. 9. QC PHOTOS ARE TAKEN PRIOR TO PACKAGING AND SHIPPING. 10. ALL INSTALLATION DRAWINGS ARE TO BE REVIEWED BEFORE THE START AND DUING THE INSTALLATION PROCESS. THE EEI CONCEALMENT REPRESENTATIVE, DEREK OCHOA IS AVAILABLE AND MAYBE BE CONTACTED AT THE FOLLOWING E-MAIL:'D.00HOA@EHRESMANNENGINEERING.COM' AND BY THE NUMBERS LISTED BELOW IN THE TITLE BLOCK. A MOBILE NUMBER IS AVAIABLE UPON REQUEST. 11. ALL ITEMS SHOULD BE SORTED AND VERIFIED BEFORE FINAL ASSEMBLY. 12. EEI IS NOT RESPONSIBLE FOR ANY DAMAGE OR BACK CHARGES DUE TO INCORRECT HANDLING, IMPROPER INSTALLATION, AND/OR FAILURE TO READ THROUGH AND UNDERSTAND THIS INSTALLATION PACKAGE. 13. FOR MODIFICATION JOBS, FIELD VERIFY ALL ITEMS FOR PROPER FIT AND ALIGNMENT BEFORE FINAL ASSEMBLY AND ATTACHMENT. EEI WILL NOT BE RESPONSIBLE FOR IMPROPER FIT OR CORRESPONDING BACK CHARGES WHERE EEI WAS NOT A PARTY TO SITE INSPECTION, STRUCTURAL MODIFICATION DESIGN AND/OR COMPLETE INSTALLATION OF ALL STRUCTURAL AND CONCEALMENT ITEMS. PARTIAL ELEVATION N.T.S. IMPORTANT - PLEASE READ CANISTER SHROUD ATTACHMENT STEPS: INSTALL FROM TOP DOWN 1. INSERT CANISTER SHROUDS VERTICAL EDGES INTO THE EXPANSION GROOVE ON THE H-BRACKET ASSEMBLY AS SHOWN BELOW. 2. USE 91345A628 TO SECURE THE RIGHT AND LEFT SIDE OF THE CANISTER SHROUDS INTO THE H-BRACKET ASSEMBLY. EXPANSION GAP WILL NOT COMPRESS. NOTE: HAND -TIGHTEN ONLY. DO NOT USE IMPACT TOOL. 3. CENTER CANISTER SHROUD TOP AND BOTTOM SLOTS WITH WELDMENT HOLES. 4. SECURE CANISTER SHROUD TO BULKHEAD USING 503021 & 541033 AS SHOWN. 5. REPEAT STEPS #2 THRU #5. 6. COMPLETE CANISTER SHROUD INSTALLATION, VERIFYING CANISTER SHROUD'S ARE ALIGNED EVEN WITH EACH OTHER AND THAT 503024 AND 541033 ARE TIGHTENED. 7. ONCE INSTALLATION IS COMPLETED, VERIFY ALL 03021 & 541033 ARE SECURE. USE TOUCH-UP PAINT AS NEEDED TO COVER SCRATCHES, EXPOSED FASTENERS AND HARDWARE. COVER ALL EXPOSED SURFACES THAT WERE NOT PAINTED BY THE MANUFACTURE. GENERAL NOTES: 1. ALL MATERIAL SPECIFICATIONS WILL BE FINALIZED ONCE THE FINAL INSTALLATION DRAWINGS ARE COMPLETED AND REVIEWED / APPROVED BY THE GENERAL CONTRACTOR (GC) AND THE ENGINEERING OF RECORD (EOR). 2. TO ALLOW FOR COOLING AND TO EXCLUDED INTERIOR WILD LIFE, BULKHEADS ARE TO HAVE STEEL MESH AS NEEDED. 3. COVER, SPLICE, AND WASHER PLATES ARE TO BE USED AS NEEDED. COVER, SPLICE, AND WASHER PLATES ARE COSMETIC ONLY AND NOT CONSIDERED STRUCTURAL - UNLESS OTHERWISE SPECIFIED AND NOTED ON THE DRAWINGS. 4. ALL PLATE TO BE A572 GRADE 50/65 - UNLESS OTHERWISE SPECIFIED. 5. ALL ROUND TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. 6. ALL SHAPED TUBING TO BE A500 GRADE B 50 KSI - UNLESS OTHERWISE SPECIFIED. 7. ENSURE THAT ALL FASTENERS AND ASSOCIATED HARDWARE ARE INSTALLED IN ACCORDANCE WITH THE DRAWINGS. 8. HANDLE CONCEALMENT ITEMS WITH CARE. EEI IS NOT RESPONSIBLE FOR DAMAGE DUE TO NEGLECTFUL HANDLING ON SITE BY EITHER THE TRANSPORTATION COMPANY OR INSTALLATION CREW - OR THEIR REPRESENTATIVES. 9. QC PHOTOS ARE TAKEN PRIOR TO PACKAGING AND SHIPPING. 10. ALL INSTALLATION DRAWINGS ARE TO BE REVIEWED BEFORE THE START AND DUING THE INSTALLATION PROCESS. THE EEI CONCEALMENT REPRESENTATIVE, DEREK OCHOA IS AVAILABLE AND MAYBE BE CONTACTED AT THE FOLLOWING E-MAIL:'D.00HOA@EHRESMANNENGINEERING.COM' AND BY THE NUMBERS LISTED BELOW IN THE TITLE BLOCK. _A MOBILE NUMBER IS AVAIABLE UPON m-I im- 11. ALL ITEMS SHOULD BE SORTED AND VERIFIED BEFORE FINAL ASSEMBLY. 12. EEI IS NOT RESPONSIBLE FOR ANY DAMAGE OR BACK CHARGES DUE TO INCORRECT HANDLING, IMPROPER INSTALLATION, AND/OR FAILURE TO READ THROUGH AND UNDERSTAND THIS INSTALLATION PACKAGE. 13. FOR MODIFICATION JOBS, FIELD VERIFY ALL ITEMS FOR PROPER FIT AND ALIGNMENT BEFORE FINAL ASSEMBLY AND ATTACHMENT. EEI WILL NOT BE RESPONSIBLE FOR IMPROPER FIT OR CORRESPONDING BACK CHARGES WHERE EEI WAS NOT A PARTY TO SITE INSPECTION, STRUCTURAL MODIFICATION DESIGN AND/OR COMPLETE INSTALLATION OF ALL STRUCTURAL AND CONCEALMENT ITEMS. 14. NOTE EEI'S PROPTIETARY / PATENT NOTES ON COVER SHEET ELEV. 75'.0± - PARTIAL ELEVATION N.T.S. STEP #1- OHBA119.5E 4ma!;c OC 11 op < .5620 op _60CSV119.56_20 (4) R** A tv 60CSV119.56 20 (16) 1 OHBA119.56 (16) EXPANSION GAP TOTAL WT = TBD# 8/9/22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 541033 ATTENTION: _ FAILURE TO USE '541033' AS SHOWN, WILL CAUSE CANISTER FAILURE 503024 TP # 91345A628 (128) 541033 (128) 503024 (128) CONCEALMENT REINFORCEMENT SOLUTION — PARTS LIST GENERAL: 1.) THE REINFORCEMENT SOLUTION IS ONLY TO BE APPLIED TO VERTICALLY -FASTENED MULTI -PANEL OR "SECTORIZED" CONCEALMENT COVERS. SOLID ONE-PIECE CONCEALMENT COVERS ARE NOT TO BE TREATED WITH THIS SOLUTION. 2.) FOR CONCEALMENT COVER LEVELS MEASURING 10 FT. IN HEIGHT OR LESS, (3) EQUALLY -SPACED BANDING NO. MANUFACTURER DESCRIPTION SIZE PRODUCT NO. (1) USA STRAPPING WOVEN POLYESTER STRAPPING 3/4"x250 FT. COIL 2700-34 (2) MCNETT GEAR AID DUAL —ADJUST BUCKLE 3 4" SIZE 80355 (3) BUNKER INDUSTRIES HURRICANE TAPE *** 3"x60 YD. ROLL 00101 (4) RUST—OLEUM GLOSS CLEAR SPRAY 12 OZ. 249117 APPLICATIONS ARE TO BE INSTALLED AT THE TOP, MID -SPAN, AND BOTTOM REGIONS. FOR LEVELS GREATER THAN 10 *** NOTE: HURRICANE TAPE CAN BE SUBSTITUTED BY FT. IN HEIGHT, (4) EQUALLY -SPACED BANDING APPLICATIONS ARE TO BE INSTALLED, AT THE TOP, UPPER MIDDLE, LOWER MIDDLE, AND BOTTOM REGIONS. 3M SCOTCH BI—DIRECTIONAL FILAMENT 8959 TAPE TOP HORIZONTAL 3.) FOR CONCEALMENT COVERS OF ALL HEIGHTS, THE TOP BANDING APPLICATION IS TO BE POSITIONED DIRECTLY BELOW C=:D BOLT RING THE TOP CONCEALMENT COVER HORIZONTAL BOLT RING AND THE BOTTOM BANDING APPLICATION DIRECTLY ABOVE THE BOTTOM HORIZONTAL BOLT RING. ° ° ° VERTICAL SEAM 4.) BANDING APPLICATION SHALL NOT COVER ANY VERTICAL OR HORIZONTAL FASTENERS. N _ w INSTALLATION: _ 1.) STRAPPING IS TO BE LOOPED AROUND THE CONCEALMENT COVER AND EACH CUT END OF THE STRAPPING FED N = AROUND A CROSS BAR ON EACH END OF THE DUAL -ADJUST BUCKLE. 0VERTICAL SEAM BOLTS 2.) STRAPPING IS TO BE HAND -TIGHTENED USING THE BUCKLE SUCH THAT THE STRAPPING LIES FLAT, UNTWISTED, AND SQUARE TO THE CONCEALMENT COVER. 3.) AT LEAST (2) CONTINUOUS LAYERS OF HURRICANE (OR 3M 8959) TAPE ARE TO BE APPLIED ON TOP OF THE TIGHTENED STRAPPING SUCH THAT NO TAIL OF THE STRAPPING IS SHOWING OUTSIDE THE LAYERS OF TAPE. BOTTOM HORIZONTAL BOLT RING 4.) THE CURRENT DATE IS TO BE MARKED WITH PERMANENT INK ON THE TOP LAYER OF TAPE TO RECORD INSTALLATION < 10'-0" CONCEALMENT COVER LEVEL HEIGHT DATE. 5.) ENSURE THAT THE SURFACE OF THE CANISTER IS FREE FROM OIL, GREASE, SOIL, DIRT, AND OTHER FOREIGN MATTER. NOT TO SCALE THE SURFACE SHALL BE CLEAN, DRY AND SMOOTH TO RECEIVE THE STRAPPING AND THE TAPE. 6.) HURRICANE (OR 3M 8959) TAPE SHALL BE TACKED DOWN BY APPLYING (2) COATS OF NON -YELLOWING CLEAR COAT SPRAY OVER THE TAIL END OF THE TAPE AFTER IT IS SECURELY TAPED DOWN. SECOND COAT SHALL BE APPLIED ONCE TOP BANDING SOLUTION TO THE FIRST COAT IS DRY TO TOUCH. BE APPLIED BELOW THE TOP HORIZONTAL BOLT RING PAINTING HURRICANE (OR 3M 8959) TAPE [IF REQUIRED]: 1.) AFTER FULL INSTALLATION OF THE THE REINFORCEMENT SOLUTION, THE TAPE SHALL BE COATED TO MATCH THE ° ° COLOR OF THE EXISTING CONCEALMENT CANISTER 1.1) AS AN EXAMPLE, IF THE EXISTING CONCEALMENT CANISTER IS WHITE, PAINTING WOULD NOT BE REQUIRED SINCE THE TAPE COLOR IS ALSO WHITE. HOWEVER, IF THE CANISTER IS BLACK, PAINT THE TAPE TO = MATCH THE CANISTER COLOR. c� = 2.) PAINT SHALL BE APPLIED WITH A BRUSH FOR A CLEAN EDGE ON THE TAPE. SPRAY PAINT IS PERMISSIBLE PROVIDED THAT PAINTER'S TAPE IS UTILIZED TO AVOID PAINTING THE CANISTER. SECOND COAT SHALL BE APPLIED AFTER THE FIRST COAT IS DRY. THE SHEEN OF THE PAINT SHALL MATCH THE CANISTER 3.) THE INSTALLATION DATE SHALL BE MARKED ON TOP OF THE COATED SURFACE. H 2 = c� STRAPPING INSTALLATION DETAIL TAPE INSTALLATION DETAIL BOTTOM BANDING SOLUTION TO BE APPLIED ABOVE THE BOTTOM HORIZONTAL BOLT RING _ ------------------------- -------------- CONCEALMENT COVER LEVEL HEIGHT (2) > 10'-0" NOT TO SCALE CROWN CASTLE CONCEALMENT REINFORCEMENT SOLUTION Rev $�; N.T.S. D CCROWN v CASTLE 201) RIVE CA. ,15317 8/9/22 CITY OF EDMONDS SERVICES DEPARTMENT o LL o $ $ g 0 0 w U 010 po < Zoa of b 219 o z DRAWN BY: MAJ CHECKED BY: JYK DRAWING DATE: 06/29120 SHEET TITLE TYPE SHEET NUMBER OPS-PRC-10127 PLOT DATE PLOTDATE FILE NAME: FILEIN