1871 ROSS AVE VERIZON ANTENNA 2024-02-12

` 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)"SPECIFICAT ON FOR THE DESIGN, SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND FABRICATION,AND ERECTION OF STRUCTURAL STEEL.FOR BUILDINGS'. 0 IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRRING)THE ARCHITECT/ENGINEER OF ANY CONFLICTS,ERRORS.OR 2. SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANT OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF DISCREPANCIES FOR REVIEW&APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABRICATION.. 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 A98Z fy-40 KSI •STRUCTURAL TUBING ASTM A500,fy=48 KSI . GENERAL NOTES: MIMI PIPES ASTM A53,ty=35 KSI -PLATES,SHAPES,ANGLES AND RODS ASTM A36,fy=35 KSI DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS SET OF PLANS --- - -- -SPECIAL SHAPES AND PLATES ASTM A572,ty-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, LABOR,AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS I FSCRIBED 4. ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADE 5,UNLESS SPECIFIED HEREIN. OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS. aldihis. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND S. ALL WELDING SHALL BE IN CONFORMANCE WITH RISC AND VERIZON WIRELESS STANDARDS,AND 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 CONDTIONS AND CONFIRM THATTHE 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)SHALL 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 OF 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 V 14 SITE SOLUTIONS CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION MATERIAL REQUIREMENTS OF WELDING BARS(IF UTILZED ON THIS PROJECT). Sonv DRAWINGS/CONTRACT DOCUMENTS. P" IO6f 8. 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 AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 7. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP.OR APPROVED EQUAL STRUT MEMBER SHALL BE 1%°x 1%•,12 GA,UNLESS THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ OTHERWISE NOTED AND SHALL BE HOT-DIPPED GALVANIZED. W A V E VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE 8. ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT COMPLETION R G H 1 T E C T U R E PRECEDENCE. 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) suns 202 AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL INSTALLATIONS AND FOR ALL FIELD WELDING(IF UTILIZED ON THIS PROJECT). LYNNWOOD,WA 98087 CODES BEARING ON THE PERFORMANCE OF THE WORK -HIGH STRENTH BOLTS(ASTM A325)WILL BE: -FIELD WELDING WILL BE: OFFICE(425)778-3800 0 PROVIDED ON THIS PROJECT 0 PROVIDED ON THIS PROJECT JAYQNEWWAVEARCH.COM THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS BI NOT PROVIDED ON THIS PROJECT BI NOT PROVIDED ON THIS PROJECT CONSTRUCTION PROJECT UNLESS NOTEDOTHERWISE. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST DATE. 8-23-21 ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM PREPARED BY. YML 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 ALL PERSONNEL INVOLVED WITH THE PROJECT. SUBMITTALS DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS NO DATE DESCRIPTION MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATION,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. 8.23-21 FINAL PERMIT CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING 8-20-21 REVISED PERMIT CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED 7a7-21 REVISED PERMIT AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM 8•21d1 PRELIMINARY PERMIT PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH AU.LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY REGULATION,ALL OSHA REGULATION,ALL PUBLIC AND MUNICIPAL AUTHORITIES,AND ANY UTILITY REGISTERED COMPANIES'REGULATIONS AND DIRECTIVES. ITECT THE DRAWINGS AND SPECIFICATION ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT jilt DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE , 91$ 8-23-21 DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE.ANY AY Y. , MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE STA OF WASHI NGTON 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 ELECTRICAL LINES AND ANTENNA MOUNTING. SITE VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA,COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. SEA-DAGMAR (MOD.SITE_5G L-SUB6) 1871 ROSS AVE EVERETT,WA 98205 SHEET TITLE GENERAL NOTES GENERAL NOTES SHEET NUMBER ^ \\ 1 SP -1