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CONTRACTOR NOTES:
<br />THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND
<br />CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE
<br />NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
<br />SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
<br />IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
<br />RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY CONFLICTS, ERRORS, OR
<br />OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES
<br />THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED
<br />OTHERWISE.
<br />GENERAL NOTES:
<br />DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS
<br />IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE
<br />GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
<br />LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED
<br />HEREIN.
<br />PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND
<br />FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE
<br />CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY
<br />BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING NTH CONSTRUCTION. ANY ERRORS, OMISSIONS,
<br />OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING.
<br />THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
<br />CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION
<br />DRAWINGS/CONTRACT DOCUMENTS.
<br />THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR
<br />SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
<br />AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
<br />THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S!
<br />VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE
<br />PRECEDENCE.
<br />ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
<br />ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND
<br />COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL
<br />CODES BEARING ON THE PERFORMANCE OF THE WORK.
<br />THE STRUCTURAL COMPONENTS OF THIS PROJECT SITETACILITY ARE NOT TO BE ALTERED BY THIS
<br />CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE
<br />ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST
<br />ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION
<br />SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM
<br />HAZARDOUS EXPOSURE TO OVERHEAD DANGERS.
<br />GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION
<br />DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY
<br />ALL PERSONNEL INVOLVED WITH THE PROJECT.
<br />DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
<br />MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE
<br />INCLUDED AS PART OF THE SCOPE OF WORK.
<br />THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
<br />EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK.
<br />CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR
<br />ABOUT THE PROPERTY.
<br />CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING
<br />CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED
<br />AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM
<br />PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
<br />THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY
<br />REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY
<br />COMPANIES' REGULATIONS AND DIRECTIVES.
<br />THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT
<br />DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE
<br />DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY
<br />MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE
<br />CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT
<br />OF THESE DOCUMENTS.
<br />CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND
<br />ELECTRICAL LINES AND ANTENNA MOUNTING.
<br />VERIFICATION THAT EXISTING TOWWERlPOLEISTRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX
<br />& ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
<br />STRUCTURAL STEEL NOTES:
<br />1, ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION
<br />OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR THE DESIGN,
<br />FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
<br />2. SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANT
<br />FOR REVIEW & APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABRICATION..
<br />3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />- WIDE FLANGES
<br />ASTM A992, fY-50 KSI
<br />- STRUCTURAL TUBING
<br />ASTM A5D0, fy-46 KSI
<br />-PIPES
<br />ASTM A53, fy=35KS1
<br />- PLATES, SHAPES, ANGLES AND RODS ASTM A36, V=35 KSI
<br />- SPECIAL SHAPES AND PLATES
<br />ASTM A572, fY--42 KSI
<br />-ANCHOR BOLTS
<br />ASTM A307
<br />4. ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADES, UNLESS SPECIFIED
<br />OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS.
<br />S. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS, AND
<br />SHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING E70XX
<br />ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED.
<br />WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW
<br />HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS OF REQUIRED) SHALL BE
<br />PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING
<br />STEEL IS NOT PERMITTED. SEE FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FOR
<br />MATERIAL REQUIREMENTS OF WELDING BARS (IF UTILIZED ON THIS PROJECT).
<br />6. ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
<br />FIELD MODIFIED STEEL AND HARDWARE SHALL RECEIVE (2) COATS OF ZINC ENRICHED PAINT.
<br />7, UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY
<br />UNISTRUT CORP. OR APPROVED EQUAL STRUT MEMBER SHALL BE 1%' x 1%', 12 GA, UNLESS
<br />OTHERWISE NOTED AND SHALL BE HOT -DIPPED GALVANIZED.
<br />8. ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT COMPLETION
<br />OF CONSTRUCTION. SPECIAL INSPECTION SHALL BE REQUIRED ONLY WHEN ITS IS REQUIRED BY
<br />THE JURISDICTION.
<br />9. THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH SOLT (ASTM A325)
<br />INSTALLATIONS AND FOR ALL FIELD WELDING OF UTILIZED ON THIS PROJECT).
<br />- HIGH STRENTH BOLTS (ASTM A325) WILL BE: - FIELD WELDING WILL BE:
<br />❑ PROVIDED ON THIS PROJECT ❑ PROVIDED ON THIS PROJECT
<br />® NOT PROVIDED ON THIS PROJECT ® NOT PROVIDED ON THIS PROJECT
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<br />J4 SITE SOW
<br />lM iomiSwfees
<br />1133 164TH STREET SW
<br />SUITE 202
<br />LYNNWOOD, WA QW87
<br />OFFICE (425) 7783WO
<br />JAYQNEVYWAVEARCH.COM
<br />DATE 2-18-21
<br />PREPARED BY, YML
<br />APPROVED BY- JYS
<br />SUBMITTALS
<br />NO
<br />DATE
<br />DESCRIPTION
<br />2-1&21
<br />FINAL PERMIT
<br />2-2-21
<br />REVISED PERMIT
<br />1-28-21
<br />IPREUMINARY PERMIT
<br />REGISTERED
<br />ITECT
<br />2.18-21
<br />Y. 0F WASMSTON
<br />'JAY
<br />SEA- CASINO ROAD
<br />f MOD. SITE _ 501 L-Sues
<br />309 E CASINO ROAD
<br />EVERETT WA 98208
<br />SHEET TITLE
<br />GENERAL NOTES
<br />SHEET NUMBER
<br />Sp-1 12/12
<br />
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