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1 , THE APPROPRIATE UTILITY LOCA71NO SERVICES SHALL BE CONTACTED PRIOR TO THE STMT OF CONSTRUCTION IN
<br /> ORDER TO VERIFY THE EXACT LOCATION OF ALL P
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<br /> 1 , FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: EXISTING UNDERGROUND UTILITIES.
<br /> A e 1 ti PRELMRYR/
<br /> 2. THEhl
<br /> INSTALLATION OF NEW UTILITIES SalBE COORDINATED WITH LOCAL AUTHORITIES. o ~2 FOR
<br /> PERMIT
<br /> OWNER - T-MOBILE USA 3, AL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE
<br /> ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
<br /> ENGINEER - CALTROP CORPORATION REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED
<br /> AS DIRECTED BY THE CONSTRUCTION MANAGER EXTREME CAUTION
<br /> CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SHALL BE USED WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES.
<br /> 4, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OWER REFUSE SWILL BE REMOVED FROM THE SITE AND DISPOSED
<br /> OF LEGALLY,
<br /> 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1 ) VERIFY ALL 5, ALL EXISTING INACTIVE
<br /> SEWER, WATER GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR
<br /> EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ME AS SHOWN ON THE PIANS AND (3) CAPPED, PLUGGED OR OTHERWISE
<br /> DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE
<br /> CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN, ANY DISCREPANCIES SWILL BE BROUGHT WOLORD AND/OR LOCAL UTILITIES,
<br /> TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 8, DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
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<br /> 3, A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. DDS
<br /> DY0
<br /> 7, ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
<br /> EQUIPMENT OR DRIVEWAY, SWILL BE GRADED TO A E. HEWMW M. ASBLY
<br /> 4, THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL
<br /> CAUSE SURFACE WATER TO FLAW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER ARFAS AND THE SOIL SHALL BE
<br /> IN ADVANCE OF THE CONSTRUCTION START DATE STABILIZED TO PREVENT EROSION, EROSION CONTROL MEASURES,IF REQUIRED
<br />DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES THS DRAM 8 COPYRIGHTS) AND IS
<br /> FOR EROSION AND SEDIMENT CONTROL. THE SOLE PROPERTY OF THE OWNER IT
<br /> 5, LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR 8
<br /> PROM OED SOLELY FOR USE BY TTE
<br /> AND NCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS B. THE SUB-GRADE SHALL BE COMPACTED
<br /> MID BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. OWNER MD DS AFFLMTEL
<br /> Ru"ODUCRON OR USE OF TNS M9WNG
<br /> AHD/OR AS SPECIFIED HEREIN. TABOR AND IAIERAIS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE B. BACKFLL SHALL CONSIST OF CLEAN
<br />SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED, CLEAN SAND FILL SHALL BE RD8 FOIaIDOMTNaffW THE N ME W�Rrt1ENN
<br /> SYSTEMS. R NOT S ALL LILLY INDICATED
<br /> OBVIOUSLY OR REASONABLY INCIDENTAL 7O A COMPLETE INSTALLATION, FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL.
<br /> WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FDW4l90N OF M OWMtlR,
<br /> Be FOR TASKS REWIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10, THE CONTRACTOR SHALL RESTORE
<br /> ALL DISTURBED MEAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL.
<br /> DOCUMENTS, THE CONTRACTOR SHALL NOT STARE WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN 11 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE
<br /> WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS,
<br /> AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED.
<br /> 7 DIAGRAMMATIC
<br /> ENDITHE �EEEMENT OAND
<br /> OmUNLESS OTHRMSE INDICATED BY DSIONsOR DETAILS. EQUIPMENT LOGTXWS MAY BEMOOIFlSITE WORK NOTES
<br /> 2
<br /> AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
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<br /> ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
<br /> ENGINEER AND THE CONSTRUCTION MANAGER, 1 . ALL STRUCTURAL STEEL WORK SHALL CONFORM M THE LATEST EDITION OF THE RISC
<br /> 'STEEL CONSTRUCTION MANUw. swrt M RW
<br /> 8. THE CONTRACTOR SFWl OBTAIN, PAY FOR AND DELVER ALL REWIRED PERMITS. CERTIFICATESOF
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<br /> INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HIVING 2' DAs'
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<br /> JURISDICTION AND SWILL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE A ALL STRUCTURAL STEEL WF BEAMS
<br /> SHALL BE ASTM HALL AND 'HOT DIPPED"6A GALVANIZED N ACCORDANCE WITH ASTM E WITH
<br /> AND ASTM 3AN STANDARDS,
<br /> Al
<br /> WORK. B. ALL STRUCTURAL. GATES. ANGLES. AND CHANNELS SHALL BE ASIA ATB AND 'HOT GIPPED' GALVANIZED IN
<br /> ACCORDANCE WITH ASTM M23 AND ASTM A153
<br /> STANDARDS, UNLESS NOTED OTHERWISE,
<br /> 9, THE CONTRILTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION, SC, ALL TS TANDARDS, MEMBERS SHALL BE ASTM A500
<br /> GRADE B (Fy=48ksi), AND 'HOT DIPPED' GALVANIZEDIN ACCORDANCE WITH ASTM A123 AND ASTM Al 53
<br /> 10, AL NECESSARY PROVISIONS SHALL BE LADE TO PROTECT EXISTING NPROVEME7S, LANDSCAPING. PAVING, D. ALL STRUCTURAL PIPE MEMBERS
<br /> SHALL BE ASTM A5DO GRADE B (F7=42kE1), AND 'HOT DIPPED' GALVANIZED N ACCORDANCE WITH ASTM A123 AND ASTM �1
<br /> CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS, UNLESS NOTED
<br />OTHERWISE T • •Mobile •
<br /> SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED MEAS SHALL BE E ALL NON-
<br /> MI
<br /> STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH
<br /> ASTM A123 D ASTM A153
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<br /> RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS,
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<br /> OF THE CONSTRUCTION MANAGEt.
<br /> 2, DESIGN. FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SFWl CONFORM TO RISC STEEL CONSTRUCTION MANUAL
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<br /> 11 . THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1 ) ON A DAILY BASIS. KEEP THE
<br /> 004ERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE DEBRIS AND TRASH FROM THE SITE AND 3. WEDDING:
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<br /> DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEW A ALL WELDS, WELDERS,
<br /> AND WEIR INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1 .1 , LATEST REVISION,
<br /> CONDITION AND FREE FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE, 8, ALL WEDS SHALL BE MADE WITH EN) LOW HYDROGEN
<br />ELECTRODES.
<br /> C. ALL STEEL SHALL BE SPAY GALVANIZED
<br /> AFTER WELDING,
<br /> 12, ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4 ALL BOLTS SHALL
<br />BE GALVANIZED I' DIAMETER, A325-N, ED UNLESS NOTOTHERWISE AND TIGHTENED TO A SNUG TIGHT` CONDITION AS DEFINED BY NSC.
<br /> MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE SECURE NUT WITH LOCKING WASHER.
<br /> AAAA A • P ARIA
<br /> CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE ,AA . . % 64060
<br />.
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<br /> 17, ALL WORN PERFORMED MD MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
<br /> �� '8 �i
<br /> CODES, REGULATIONS AND ORDINANCEWE S. THE CONTRACTOR SHALL E ALL NOTICES AND COMPLY WITH ALL 5, ANCHOR BOLTS SHALL CONFORM TO ASIA
<br /> F1554 GRIME 35, UNLESS NOTED OTHERWISE. � V � i
<br /> No 0 LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL
<br /> ORDERS OF ANY PUBLIC AUTHORITY HAVING 8. THE OOMRACfOR/STEEL FABRICATOR SWILL LOCATE ANY REINFORCEMENT N THE STRUCTURAL MEMBERS
<br /> IN SUCH A WANNER SO THAT THERE WILL NOT BE No. fp
<br /> JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CONFLICT WITFH THE REINFORCEMENT
<br /> WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE NSTAL ED PER THE MANUFACTURERS INSTRUCTION.
<br /> INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL
<br /> AS LOGO. AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE
<br /> MINIMUM ELSE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE ASC MANUAL OF STEEL . w
<br /> 14, THE CONTACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKITS AND CONSTRUCTION,
<br /> ATE OIF . V!
<br /> ATTENTION, HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEWS, METHODS, 8. ALL STRUCTURAL STEEL SHALL
<br /> BE FABRICAIED TO FT AT BOLTED OONNM71DNS WITHIN 1/18 INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUTp �r%
<br /> TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, UNDER ANY CIRCUMSTANCES WITHOUT
<br /> APPROVAL OF THE ENGINEER. ���f�• O R E O*Voss,
<br /> AUTHORIZED REPRESENTATNE SHA
<br /> INCLUDING CONTACT AND COORDINATION WITHWITHTHE CONSTRUCTION MANAGER AND QUEM THE OWNER'S4604006
<br /> 9. THE CONRRACfOR/STEEL FABRICATOR "Ll. CAP A
<br /> COR SEL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. AI��" IV all
<br /> 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SWILL PROVIDE A 10, THE CONTRACTOR/STEEL
<br /> FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION, AT THE CONTRACTOR'S OPTION, FIELD DATE OF 5wxuw:
<br /> IIIUI13
<br /> COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TESTS, LIEN RELEASES, AND OTHER SPLICES MAY BE USED
<br /> FOR ERECTION PURPOSES. IF FIELD SPLICES ME USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
<br /> CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SFWl BE COMPLETELY ASSEMBLED, SPLICES.
<br /> TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNERS ACCEPTANCE, GIFFO
<br />RD
<br /> 11 . AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS WATER
<br /> TOWER
<br /> 12. SUBMIT ORIGINAL SHOP DRAWINGS, 14CLUDING COMPLETE DETAILS, SCHEDULES OF FABPoCATIDN AND ASSEMBLY,
<br /> PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS
<br /> OF CUTS, CONNECTIONS, CAMBER, HOE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND
<br /> AZA SYMBOLS, AND SHOW SIZE, LENGTH, AZPO003A
<br /> AND TYPE OF WELD. PROVIDE SETTING DRAWINGS. TEMPLATES. AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS
<br /> AND OTHER ANCHORAGES TO BE INSTALLED
<br /> AS WORK OF OTHERS' SECTIONS.
<br /> 4800 NO WUF7
<br /> VOO SACK R 32057
<br /> SHIXT NAME
<br /> NOTES
<br /> SNEET NUMBER
<br /> GENERAL NOTES 1 STRUCTURAL STEEL NOTES 13 T2
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