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It THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER2v THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3, ALL EXISTING ACTIVE SEWER WATE& GASE ELECTRIC AND OTHER UTILITIES, WHERE ENICMNrERED IN THE WORKs SHALL BE PROTECTED AT ALL TIMES. WHERE a0 EXISM UNDERGROUND UTILITIES, ov�mm REQUIRED FOR THE PROPER EXECUTION OF THE WORKE SUCH UnUTIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER, EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIESm 4* RUB8i SIUMF% DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, ALL EXISTING PLUGGED sm m & DIMRRM#M TO THE EXISTING SITE DURWO CONSTRUCTION SHALL BE MINIMIZED. 7, ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY - OWED TO A UNIFORM SLOPE. SUCH GRADING SHALL Cii SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED M PREVENT EROSIONo EROSION CONTROL MEASURESsIF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL s at THE SUBmEGRAIDE SK46LL BE ODMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. go BACKTILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALUYWEDv CLEAN SAND FILL SHALL BE TEM I will FREE OF ALL ROOTS, BOULDERS, OR OTHER DELIETERIOUS MATERIAL a ID. THE CONTRACTOR SKILL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITM MAN ORIGINAL Me a 't 11 , STE SIGNAGE SHALL BE E . IN ACCORDANCE WITH THE TECHNi SPECIF1CATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE OPAW74M SITE O . © 'C CALTROPom , y.' 1 , ALL STRUCTURAL STIM WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC te CONSTRUCTION MANUW 2, MATERIAL 7 �=Nl M14 A. ALL STRUCTURAL STEEL WIF BEAMS SHALL 13E ASTM A992 AND ii DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTINI AIM STANDARDS, Be ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SKILL BE ASTIA A38 AND "HOT DIPPED" GALi IN ACCORDANCE WITH ASTIM A123 AND ASTIA A153 STANDARDS, UNLESS NOTED OTHERWISE C. ALL IS MEMBERS SHALE. BE ASIM A500 GRADE 8 (Fiyommitilt")t AND `W DIPPEDO GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASIM A153 STANDARDS Do ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (fY=42ki AND wHar y DIPPED` AIM STANDARDS, UNLESS HUM OTHERWISE E. ALL NONwwSnWCTURAL PIPE MOMBERS SHALL BE ASTM A53 OWE 8. AND mi DIPPEDO GALVANIZED IN ACCORDANCE WITH AM A123 AN) ASTIM AIM T imMobflemile yy' 3. WELDING: An ALL WELDS, WELDERSs AND WELD !INSPECTIONS WALL CONFORM TO THE REQUIREMENTS OF AWS D 1A . LATEST REVISION* 8, ALL WELDS SHAU. BE MADE WITH E7GXX LOW HYDROGEN ELECTRODES, C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDINGo 4o ALL BOLTS SHALL BE GALVANIZED ii D%METER, A325-MN, UNLESS NOTED OTHERWISE AND TIGHTENED TO A PSNUO TIGHTE CONDITION AS DEFINED BY AISC, Matti SECURE NUT WITH LOOKING WASHEIRE. — ANCHOR DOLTS SHALL CONFORM TO ASTIA F1554 GRADE 36, UNLESS NOTED y OTHERWISE. 1911 111 nil 0 707= 6. THE ODUTRACTOR/STEEL FABIRICATOR WALL LOCATE ANY REINFORCEMENT IN THE WRUCTURAL MEMBERS IN SUCH A MANNER SO TKAT THERE WILL NOT BE REINFORCEMENT 7, THE CONTRACTOR/i FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AJSr MANUAL OF STEEL CONSTRUCTION, toBe ALL STRUCTIIFAL STEEL SHALL BE FABRICATED M FIT AT BOLTED CONNECTIONS WITHIN 1 /15 INCH TOLERANM STRUCTURAL I STEEL TOWERUNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER, 9, THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PRRi WATER INTRUSION4 10* THE CONTRACTORdM FABRICATOR WALL SUBMIT SHOP DRAWINGS FOR RLMLIN PRIOR TO ANY STEEL FABRICATION. AT THE CON11RACIDRIS OPTION. FIELD SPLICES MAY BE USED FOR EFECTION PURPOSES. IF FIELD SPUCES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE AU. DETAILS FOR THE PROPOSEED FMFIM lie AT THE CONTRACTORS OPrION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS, WATER OF CUTS, OONNECTICIRS, CAMBIDL HOLEE, AND 07HER PEPITINENT DATA, INDICATE WELDS BY STANDARD AW5 A2,1 AND A2e4 SYMBOLS, AND SIM SZE, LENGTH, AND TYPE OF ii PRIMADE SETTING DRA)IIINGS, TEMPLATES, AND DIRECTKM FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED P000 NOTESAS WORK OF OTHERSE SECTIONS, VERO Iii Fit 32997 GENERAL NOTES