9606 19TH AVE SE VERIZON ANTENNA 2023-06-23

18441.1 CONTRACTOR NOTES: STRUCTURAL STEEL NOTES: THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB ARE 1. ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)"SPECIFICATION FOR THE DESIGN, 11.1111 SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR THE 2. SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANT RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY CONFLICTS,ERRORS,OR FOR REVIEW&APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABRICATION.. OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL.IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,UNLESS DIRECTED OTHERWISE. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: -WIDE FLANGES ASTM A992,y=50 KSI -STRUCTURAL TUBING ASTM A500,fy=46 KSI ■- -PIPES ASTM A53,y=35 KSI GENERAL NOTES: -PLATES,SHAPES,ANGLES AND RODS ASTM A36, y=35 KSI 11111 DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS SET OF PLANS -SPECIAL SHAPES AND PLATES ASTM A572,y=42 KSI IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED OTHERWISE.THE -ANCHOR BOLTS ASTM A307 GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT, 4. ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADE 5,UNLESS SPECIFIED LABOR,AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS,AND10.11 FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT,WITH THE SHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING E70XX CONSTRUCTION AND CONTRACT DOCUMENTS,FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY ELECTRODES. ONLY PRE QUALIFIED WELDS(AS DEFINED BY VERIZON WIRELESS)SHALL BE USED. BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY ERRORS,OMISSIONS, WELDING OF GRADE 60 REINFORCING BARS(IF REQUIRED)SHALLALLBE BE PERFORMED USING LOW OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. HYDROGEN ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4"OF COLD BENDS IN REINFORCING THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH STEEL IS NOT PERMITTED. SEE FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FOR I�C ILL CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION MATERIAL REQUIREMENTS OF WELDING BARS(IF UTILIZED ON THIS PROJECT). V DRAWINGS/CONTRACT DOCUMENTS. professional services 6. ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR FIELD MODIFIED STEEL AND HARDWARE SHALL RECEIVE(2)COATS OF ZINC ENRICHED PAINT. SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES 7. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. UNISTRUT CORP.OR APPROVED EQUAL. STRUT MEMBER SHALL BE 1%"x 15/",12 GA,UNLESS THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ OTHERWISE NOTED AND SHALL BE HOT-DIPPED GALVANIZED. W WAVE VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE ITC H I T E C T V R E PRECEDENCE. 8. ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT COMPLETION OF CONSTRUCTION.SPECIAL INSPECTION SHALL BE REQUIRED ONLY WHEN ITS IS REQUIRED BY ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH THE JURISDICTION. ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND 1133 164TH STREET SW COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 9. THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLT(ASTM A325) SUITE 202 INSTALLATIONS AND FOR ALL FIELD WELDING (IF UTILIZED ON THIS PROJECT). LYNNWOOD,WA96087 AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL -HIGH STRENTH BOLTS(ASTM A325)WILL BE: -FIELD WELDING WILL BE: OFFICE:(425)778-3800 CODES BEARING ON THE PERFORMANCE OF THE WORK. ❑PROVIDED ON THIS PROJECT ❑PROVIDED ON THIS PROJECT JAY@NEWWAVEARCH.COM THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS ®NOT PROVIDED ON THIS PROJECT ®NOT PROVIDED ON THIS PROJECT CONSTRUCTION PROJECT.UNLESS NOTED OTHERWISE. DATE. 5-18-21 ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.ERECTION PREPARED BY. YML SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. APPROVED BY. JYS GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY SUBMITTALS • ALL PERSONNEL INVOLVED WITH THE PROJECT, NO DATE DESORPTION DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED 5-18-21 FINAL PERMIT AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM 5-17-21 PRELIMINARY PERMIT PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY REGULATIONS,ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAL AUTHORITIES,AND ANY UTILITY REGISTERED COMPANIES'REGULATIONS AND DIRECTIVES. ITECT THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK.EXACT 11$ 5-18-21 DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE.ANY VIA -' MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE STA OF WASHNSTON CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND SITE ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA,COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. SEA-HWY 526 (MOD.SITE_5G L-SUB8) 9810 19TH AVE SE EVERETT,WA 98208 SHEET TITLE GENERAL NOTES SHEET NUMBER 1 GENERAL NOTES SP-1