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I. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE STMT OF CONSTRUCTION N ORDER TO VERIFY THE EXACT LOCATION OF ALL m PTE OESCM;;N
<br /> 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SCULL APPLY: EXISTING UNDERGROUND UTILITIES.
<br /> A 6/18/12 PREIIMNARY
<br /> 2. THE INSUCCATION OF NEW UTILITIES SMALL BE COORDINATED WITH LOCAL AUTHORITIES.
<br /> 0 8 20 12 FOR PERMS
<br /> OWNER - T-MOBILE USA 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
<br /> ENGINEER - CALTROP CORPORATION REWIRED FOR THE PROPER EXECUTION OF THE WORK,SUCH UTILITIES SHALL BE RELOCATED AS IN
<br /> BY THE CONSTRUCTION MANAGER EXTREME CAU71ON
<br /> CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) SWILL BE USED WHEN EXCAVATING OR DRILLING PIERS MOUND OR NEAR UTILITIES.
<br /> 4. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
<br /> 2. PRIOR TO SUBMITTING HIS BID,THE CONTRACTOR SHALL VISIT THE JOB$RE IN ORDER TO (1)VERIFY ALL B. ALL EXISTING INACTIVE SEWER WATER GAS. ELECIRIC AND OTHER UTILITIES THAT
<br />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
<br /> O��OTHERWISE 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 SIWl BE BROUGHT
<br /> TO THE ATTENTION OF THE CONSTRUCTION MANAGER. S. DISTURBANCE TO THE EXISTING SITE WRING CONSTRUCTION SHALL BE MINIMIZED. PROM NO.:
<br /> 120-6Q.02
<br /> 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. DPATN ThiCfECXEO BY:
<br /> 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A L NEW" M.ABET
<br /> 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING MEA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM
<br />ANY EQUIPMENT SHELTER AND TOWER MEAS AND THE SOIL SHALL BE
<br /> IN ADVANCE OF THE CONSTRUCTION START DATE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SMALL BE IN CONFORMANCE WITH THE LOCAL
<br />GUIDELINES TMs OPAMING Is COPYRIGH1ID AND Is
<br /> FOR EROSION AND SEDIMENT CONTROL THE SIZE PRGPOWY eF THE OWNM R
<br /> 5. LABOR, MATERIAL.TOOLS, EQUIPMENT,TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR IS PRODUCED S Y FOR USE W THE
<br /> AND INCIDENTAL TO COMPLETION OF ALL WORK SMALL BE PROVIDED AS INDICATED ON THE DRAWINGS B. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TD A UNIFORM GRACE PRIOR TO FINISHED SURFACE
<br />APPUCATOK OWNER AND RS AITI141E.
<br /> RFPROD=ION OR USE OF THIS DPAWMC
<br /> AND/OR AS SPECIFIED HERON. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE ANG OR THE OkDRMMDN CONTAINED N
<br /> SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, B. BACKFILL
<br /> Shall CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER.NO UNAPPROVED MATERIAL WILL BE AUDM.CLEAN SAND FILL SHALL BE 9 FOALEN 11tYM T THE ANRTDI
<br /> WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FREE OF ALL ROOTS,BOULDERS,OR OTHER DELETERIOUS MATERIAL PERMISSION DF RUE ONNTR.
<br /> 8, FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION
<br />THAN ORIGINAL
<br /> DOCUMENTS,THE CONTRACTOR SHAH NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTENAUTHTHORIZATITI ON FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHALL BE
<br />PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS.
<br /> 7. THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT •
<br /> UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS.EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 12
<br /> ASREQUIRED BY ACTUAL FIELD CONDITIONS.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
<br /> ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE Telecom
<br /> ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMSC'STEEL CONSTRUCTION MANUAL'. T'0°uNayc wAE
<br /> S. THE CONTRACTOR SHWl OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF 2 MATERIAL'
<br /> ]Lon
<br /> INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING A ALL STRUCTURAL STEEL WF BEAMS SHALL.BE ASTM A992 AND'HOT DIPPED'GALVANIZED N ACCORDANCE
<br />WITH ASTM AI23 AND ASTM A153 STANDARDS. _Trar wmonDAnw a2V♦
<br /> JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TOFINAL ACCEPTANCE OF THE B. ALL STRUCTURAL FATES,ANGLES.AND CHANNELS SHALL BE ASTM A30 AND'HOT DIPPED'GALVANIZED
<br />IN ACCORDANCE WITH ASTM A123 AND ASTM A153
<br /> WORK. STANDARDS UNLESS NOTED OTHERWISE
<br /> 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. SC. ALL TS TANDARDS MEMBERS SHALL BE ASTM A50G GRAPE B(FY-46k.1).AND'HOT DIPPED'GALVANIZED
<br />IN ACCORDANCE WITH ASTM A123 AND ASTM A153
<br /> 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING. PAYING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B(FY-42ke1),AND'HOT
<br />DIPPED'GALVANIZED IN ACCORDANCE WTM ASTM AI23 AND ASTM �l
<br /> CURBS, GALVANIZED SURFACES, ETC,AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS,UNIL SS NOTED OTHERWISE T • •Mobile•
<br /> SAME RESULTING FROM THE CONSTRUCTION WORK, ALL DISTURBED AND DAMAGED MEAS SKILL BE E ALL NON-STRUCTURAL PIPE MEMBERS SMALL BE ASTM A53 GRADE S.AND'HOT DIPPED'GALVANIZED IN
<br />ACCORDANCE WITH ASTM A123 AND ASTM Al_M
<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 MANAGER, 2, DESIGN.FABRICATION,AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO NSC STEEL CONSTRUCTION MANUAL
<br /> 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE wirE Roo"""""
<br /> GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING: suN•Sc M 2]723
<br /> DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLFAN A ALL WELDS,WELDERS,AND WELD INSPECTIONS SMALL CONFORM TO THE REQUIREMENTS OF AWS D
<br />I.I.LATEST REVISION.
<br /> CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. B. ALL WELDS SMALL E MADE WITH GALVANIZED
<br /> LOW HYDROGEN ELECTRODES,
<br /> C. ALL STEEL Sall BE SPRAY GALVANIZED AFTER HYDROGEN
<br /> 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4 ALL BOLTS SMALL BE GALVANIZED ' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED
<br />TO A'SNUG TIGHT'CONDITION AS DEFINED BY NSC.
<br /> MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE ECSECURE NUT WITH LOCKING WASHER.
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<br /> CONTRACT DOCUMENTS OR WHERE LOCAL.CODES OR REOUTATIONS TAKE PRECEDENCE ♦♦♦�,(G�. AA�,
<br /> 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 3. ANCHOR BOLTS SHALL CONFORM TO ASTM F7554 GRADE J8,UNLESS NOTED OTHERWISE
<br /> ♦♦♦♦�v�C e N 8•'•�,��i
<br /> CODES. REGULATIONS AND ORDINANCES,THE CONTRACTOR Sall GIVE ALL NOTICES AND COMPLY WITH ALL V,' A
<br /> LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING 6. THE CONRUCIYM/STFF1 FABRICATOR SMALL LOCATE MY REINFORCEMENT N THE STRUCTURAL MEMBERS
<br />IN SUCH A MANNER SO THAT THERE WILL NOT BE NG•B
<br /> JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS.THE ANCHORS SHALL BE INSTALLED
<br />PER THE MANUFACTURER'S INSTRUCTION.
<br /> INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL
<br /> AS LOCAL AND STATE CODES,ORDINANCES AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR/STEEL. FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REOUIREMENTS IN ACCORDANCE WITH
<br />THE AISC MANUAL OF STEEL ,
<br /> TATE OF .:Au
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<br /> 14. THE CONTRACTOR Sall SUPERVISE AND DIRECT THE WORK AT ALL TAPES, USING THE BEST 57(X.15 AND CONSTRUCTION. ;
<br /> ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR AL OF THE CONSTRUCTION MEANS, METHODS, 8. ALL STRUCTURAL STEEL SHALT.BE FABRICATED TO FR AT BOLTED CONNECTIONS WITHIN 1/16 INCH
<br />TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUT
<br /> TECHNIQUES, SEWFNCES AND PROCEDURES AND FOR COORDINATING L PORTIONS OF THE WORK, UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. �i <0 Rio
<br /> INCLUDING CONTACT AND CAUDWRIZED REPRESENTATIVE WRDNATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S 9. THE CONRMCTDR/STEEL FABRICATOR SHAM CP OR SEAL ALL PIPES AS REOUIRED
<br />TO PREVENT WATER INTRUSION, ,,,SIAL SNA L••� G♦♦
<br /> 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO
<br />ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD PTE OF SIGNATURE-. 11/27/15
<br /> COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TESTS, LIEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCES ME USED,THE SHOP DRAWINGS
<br />SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
<br /> CLOSEOUT DOCUMENTATION AS REWIRED BY THE OWNER ALL SYSTEMS SHALT.BE COMPLETELY ASSEMBLED, SPLICES.
<br /> TESTED,ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 11 AT THE CONTRACTORS OPTION,SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GIFFORD
<br /> WATER TOWER
<br /> 12 SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS
<br /> OF CUTS,CONNECTIONS,CAMBER, HOLE,AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A21 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2P0003A
<br /> AND TYPE OF WELD.PROVIDE SETTING DRAWINGS,TEMPLATES,AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED
<br /> AS WORK OF OTHERS'SECTIONS.
<br /> 48.0 2BIh COURT
<br /> VERO BF/.CII,R 32097
<br /> SFEEf 11AME
<br /> NOTES
<br /> SHEET"am
<br /> GENERAL NOTES 1 STRUCTURAL STEEL NOTES 13 T2
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