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<br /> FOR THE PURPOSES OF THESE CONSTRUCTION DRAWING[,DO FOIIOWING URFINIHONS SHALL APPLY: 1 THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT MY "m O[fGRlIOM
<br /> LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 0 EH: FOA ROIYR
<br /> OWNER - AT&T MOBILITY ------•-_—
<br /> ENGINEER - CALTROP CORPORATION 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. --'CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) J. ALL EXISTING ACTIVE SEWER, WATER, CAS, ELECTING NOD OTHER RK.SLAC WHERE ENCOUNTERED IN TME WORK, SMALL BE PROTECTED U ALL
<br /> 2. PRIOR O SUBMITTING HIS BID, THE CONTRACTOR SHALL NSR TNF JOTS SITE IN ORDER T( (1)VERIFY HE EIR THE TIMES.WHERE EME CAU FOR THE PROPER EXECUTION OF THE WORK,SUCH UELITES SWILL BE RELOCATED AS DIRECTED BV'T11E CONSTRUCTION
<br /> CONDITONS, LT)CONFIRM WHEMER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND(J)CONFIRM WHETHER TME MANAGER.EXTREME CAUTION$HAIL RE USED WHEN E%CAVATNG OR DRIWNG PIERS MOUND OR NEAR DTIIRIES.
<br /> WORK MAYBSEACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 4 RUBBISH,STUMPS.DEBRIS.STICKS.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THF SITE AND DISPOSED OF LFGAIIY.CONSTRUCTION MANAGER
<br /> 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL.BE MAINTAINED FROM ALL EXISTING POWER LINES. 5. ALL EXISTING INACTIVE SEWER, WATFR. GIS. FL.ECTRIC*AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THF WORK SHALL BFREMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, '---' -- "'-
<br /> 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH/ THE OWNER WELL IN SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
<br /> ADVANCE OF THE CONSTRUCTION START DATE.
<br /> 8. DISTURBANCE TO THE EXISTING SITE DARING CONSTRUCTION SHALL BE MINIMIZED. T
<br /> 5. LIBOR, MATERIAL,OCO TOOLS. OF ALL WO SFLALL BE PR AND TEMPORARY POWER SERVICESWING NECESSARY FOR AND MAw er. Om
<br /> INCIDENTAL TO COMPLETION OF ALL MARK SHALL BE PROVIDED AS INDICATED ON 711E DRAWINGS AND/OR AS SPECIFIED 7- ANY MEAS Of THE CONSTRUCTION SIZE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EOUIPMEM OR DRIVEWAY, SFILLL BE r IREpD Y.A••EV
<br /> HEREIN.LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS.INCLUDING ALL ELEMENTS GRADED TO A UNIFORM SLOPE. SUCH GRADING SWILL CAUSE SURFACE WATER TO ROW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER MEAS
<br /> OFIV1O151Y OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON AND
<br /> THE SOIL SHALL BE STABILIZED TO PREVENT EROSION EROSION CONIRO MEASURES.IF REWIRED DURING CONSTRUCTION, SHALL. BE IN iM9 C MacRt 1 AwR q
<br /> THE PLANS. CONFORMANCE WITH THE LOCAL OUIDEUNES FOR EROSION AND SEDIMENT CONFIRM. 6 vRaaUQD Spar Ipl UY eY Mt
<br /> 9YAIFA AND Il!—AM.
<br /> 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, 8. ME SUB-GRADE SHALL BE COMPACTED AND BROUGHT i0 A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. RLPN 111100 M UK M THIS NAWN0
<br /> THE CONTRACTOR$HALL NOT STMT WORK ON SUCH TASKS WITHIOUT IAANG RECEIVED WRITTEN A1171/0RI7ATI0N FROM AND/OR M NOIeu1IOI OTWt,IeKO IN
<br /> THE CONSTRUCTION MANAGER TO PROCEED 9. BACKFILL STALL CONSIST OF CLEAN SAND Fpl APPROVED FOR USE BY THE EN NEER.NO UNAPPROVED ANTERIAL WILL BE ALLOWED.ClF/JJ SAND rt IS fpIR000N WMyI THE WHRM
<br /> FILL SHALL BE FREE OF ALL ROOTS.BOULDERS.OR OTHER DELETERIOUS MATERIAL. RgYIlSI9N a 11K 9W10t.
<br /> 7. THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENERAL ARRMGLMEM OF SYSTEMS AND EQUIPMENT UNLESS 10 THE CONTRACTOR SHALL RESTORE ALL DISTURBED MEAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL.
<br /> INDICATED BY DIMENSIONS OR DETAILS. EXACT EOUIPMEM LOCATIONS MAY BE MODIFIED AS REQUIRED BY
<br /> ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. 11 SITE SMNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE
<br /> CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION
<br /> MANAGER. DRAWINGS.
<br /> B THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION,
<br /> INCLUDING UTADY CONNECTION FEES. ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SMALL DELIVER SITE WORK NOTES 2 - T®lecom
<br /> SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK.
<br /> 1 11S�IeL: IiOanif,°
<br /> 9 THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC'STEEL CONSTRUCTION MANUAL'. AAANAUT f
<br /> 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. PAVING. CURBS. GALVANIZED B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM A723 AND ASTM AI53 ""'AA'I P Au,HUAtAO�'"'
<br /> SURFACES, FTC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAVE RESULTING FROM THE STANDARDS.
<br /> CONSTRUCTION WORK.ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR
<br /> BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. C ALL STRUCTURAL PLATES,ANGLES.AND CHANNELS SHALL BE ASTM A38 AND'HOT DIPPED'GALVANIZED IN ACCORDANCE MTN ASTM A123 AND
<br /> ASTM A153 STANDARDS.
<br /> 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS:(1)ON A ONLY BASIS,KEEP THE GENERAL AREA
<br /> CLEAN AND HAZARD FREE.REMOVING ALL WASTE.DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A D. ALL TS MEMBERS SHAII OH ASIM A500 GRADE R (Fy-461NRi), AND 1101 DIPPED' GALVANIIHD IN ACCORDANCE WITH ASIM A123 AND ASTM
<br /> LEGAL MANNER. (2 UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, A153 STANDARDS.
<br /> DUST.OR SMUDGES OF ANY NATURE. L. ALL STRUCTURAL PIPL MEMBLNSH
<br /> S AH ASW GRADE ASIM ASGRADE B(Fy-42k.1),AND'HOT OWITH IPPFD'GAIVAN17ED IN ACCORDANCE ASTM A123 ; d\`■l�R
<br /> N�12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S AND ASTM A153 STANDARDS.
<br /> RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE F. NI NON-STRUCTURAL PIPE MEMBERS SHALL BE ASIM A53 GRADE B•AND 'HOT DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM AT 23 ANTI
<br /> LOCH,CODES OR REGULATIONS TAKE PRECEDENCE.
<br /> /STN AIS]STANDARDS.
<br /> IJ. Ml WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
<br /> REGULATIONS AND ORDINANCES.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,
<br /> RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE 2. DESIGN.FABRICATION,AND CONSTRUCTION OF ALL.CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL.
<br /> OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
<br /> MUNICIPAL AND
<br /> UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES.ORDINANCES AND APPLICABLE A
<br /> REGULATIONS. 3. IYF1IAM0L .AS((,�' A••• Ph/AA
<br /> 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES.USING THE BEST SKILLS AND ATTENTION.HE A ALL WELDS,WELDERS.AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS 0 1 1,LATEST REVISION. A� .y�C E AT
<br /> SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MENUS, METHODS, TECHNIQIffS, SEQUENCES AND H. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
<br /> PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK,INCLUDING CONTACT AND COORDINATION WITH THE N0.68712 •'6
<br /> CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. C. ALL STEEL SHALL.BE SPRAY GALVANIZED AFTER WELDING. •,pl
<br /> 15. WITHIN TWENTY ONE(21)WORKING DAYS LATER PROJECT CPLETION,THE CONTRACTOR SHALL PROVIDE A COMPLETE IS
<br /> OM
<br /> SET OF AS-BUILT DRAWINGS.SWEEP TEST,CYLINDER TESTS.LIEN RELEASES,AND OTHER CLOSEOUT DOCUMENTATION AS 4. ALL BOLTS SNAIL BE GALVANIZED Y.'DIAMETER.A325-N,UNLESS NOTED OTHERWISE AND TIGHTENED TO A"SNUG TIGM•'CONDITION AS DEFINED BY .
<br /> REDUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED. TESTED. ADJUSTED AND DEMONSTRATED AISC.SECURE NUT WITH LOCKING WASHER. A
<br /> %0% MTATM OF
<br /> TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE.
<br /> 5. ANCHOR BOLTS STALL CONFORM TO ASTM A307,UNLESS NOTED OTHERWISE. ��:,♦ r,.��
<br /> S. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL %ASAf;••O R L ,��G,N�
<br /> NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S AAI OVAL Al
<br /> INSTRUCTION. oATF a VtrA ep.p.
<br /> 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REOUIREMEMS IN ACCORDANCE WITH THE RISC MANUAL OF
<br /> STEEL CONSTRUCTION.
<br /> 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN he INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE WFS'VF RO
<br /> FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
<br /> 9 THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION.
<br /> 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION.AT THE CONTRACTOR'S OPTION, MTrto xrACI"i.�.aauee
<br /> FIELD SPLICES MAY BE USED FOR ERECTOR PURPOSES. IF FIELD SPLICES ME USED,THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE
<br /> PROPOSED FIELD SPLICES. Mrn Nur
<br /> 11. AT THE CONTRACTOR'S OPTION.SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. NOTES
<br /> 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS. SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES. AND DIAGRAMS.
<br /> INCLUDE DETAILS OF CUTS. CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4
<br /> SYMBOLS,AND SHOW SIZE, LENGTH,AND TYPE OF WELD. PROVIDE SETTING DRAWINGS,TEMPLATES,AND DIRECTIONS FOR INSTALLATION OF ANCHOR WAIT NUIIB[A
<br /> BOLTS ANO OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS'SECTIONS.
<br /> GENERAL NOTES Ill STRUCTURAL STEEL NOTES — – 3 C1
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