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TE UTILITY
<br /> 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS,THE FOLLOWNG DEFINITIONS SHALL APPLY: I. EXISTING UNDERGROUND UnUnES. SERVICES SHALL BE CONTACTED PRIOR TO THE START OF
<br />CONSTRUCTION Ml ORDER TO VERIFY THE EXACT LOCATION OF ALL OESCPoPfpN
<br /> A 6/18/12 PRwmM
<br /> 2. THE INSTALLATION OF NEW UTeJTIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
<br /> 0 0 12 FUR PERNR
<br /> OWNER - T-MOBILE USA 3. ALL EXISTING ACME SEWER, WATER, CAS, 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 DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION
<br /> CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
<br /> 4. RUBBISH,STUMPS,DEBRIS,STM.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 SITE IN ORDER TO (1)VERIFY ALL 5. ALL EXISTING INACTIVE SEWER,WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT
<br />INTERFERE WITH THE EXECUTION OF THE WORK SHALL E REMOVED AND/OR
<br /> EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE
<br />EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE
<br /> CONFIRM WHETHER THE WORK MAY Be ACCOMPLISHED AS SHOWN.ANY DISCREPANCIES SHALL E BROUGHT LANDLORD AND/OR LOCAL UTIU TES.
<br /> TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. PROD=Nva 120-647.02
<br /> 3. A 20—FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER ONES. 7 I.ADRAWN FA REAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT
<br />COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A E NEWMAN M.AB .
<br /> BEY
<br /> 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SWILL 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, SHALL E IN CONFORMANCE WITH THE LOCAL
<br />GUIDELINES Tms M WM IS GOPYRIOIRFD AND Is
<br /> FOR EROSION AND SEDIMENT CONTROL THE su.E PNOPDIY of THE DAWN D rt
<br /> 5. LABOR MATERIAL, TOOLS, EQUIPMENT.TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR 7S PRODUCED 6OLD.r FOR USE BY.IT
<br /> AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS 8, THE SUB-GRADE SWILL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE
<br />APPLICATION, OMER AND OS�ATa•
<br /> FRP
<br /> OR USE OF IRS ORAING
<br /> ANDTEM AS SPECIFIED L ELEMN.ENTS
<br /> LABOR AND LYORMATERIALS SHALL E FCIDENT L AS REQUIRED FOR COMPLETE 9, BACKFEL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER.NO UNAPPROVED MATERIAL WILL
<br />BE ALLOWED.CLEAN SAND FILL SHALL BE Art ONFORE6TN OBER RWWAMNT CO NEED I
<br /> SYSTEMS, INCLUDING ALL EIEIMEN75 OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, FREE OF ALL ROOTS,BOULDERS,OR OTHER DELETERIOUS MATERIAL., pOMS51ox
<br />or OUr THE*I
<br /> WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. INE
<br /> 6, FOR TASKSREQUIRED TO E TUM
<br /> PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EDUAL TO OR BETTER CONDITION THAN ORIGINAL
<br /> DOCUMENTS•THE CONTRACTOR SHALL NOT STARE WORN ON SUCH TASKS WITHOUT RAVING RECEIVED WRITTEN
<br /> ALITIHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHA.E PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN
<br />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 l Ij
<br /> AS REQUIRED 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 AISC'STEEL CONSTRUCTION MANUAL'. uro uxcsroc 6RM
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<br /> S. THE CONTRACTOR SHALL. OBTAIN, PAY FOR AND DELIVER ALL REQUIRED RETINITIS, CERTIFICATES OFA CEATIKATL N AVRgROAno„L2,•
<br /> INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC.,OWNER
<br /> PRI BY THE ACCEPTA C HAVING A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND'HOT DIPPED'GALVAMZED N ACCORDANCE WITH ASTIR A123 AND ASTM A153 STANDARDS.
<br /> JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PPoOR TO FINAL ACCEPTANCE OF THE B. ALL STRUCTURAL PLATES,MCLES,AND CHANNELS SHALL E ASTM N 53 A38 AND'HOT
<br />DIPPED'GALVANIZED ACCORDANCE WITH ASTM A123 AND ASTM A7
<br /> WORK.WORK.
<br /> STANDARDS UNLESS NOTED OTHERWISE
<br /> 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. C. ALL IS MEMBERS SHALL BE ASTM A5DG GRADE B(Fy-Oksi),AND'HOT DIPPED'GALVANIZED IN ACCORDANCE
<br />WITH ASTM A123 AND ASTM A153
<br /> STANDARDS
<br /> 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, D. ALL STRUCTURAL PIPE MEMBERS SIAL BE ASTM A500 GRADE B(FY-42k61),AND'HOT
<br />DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM �l
<br /> CURBS, GALVANIZED SURFACES, ETC,AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS.UNLESS NOTED OTHERWISE T ' •Mobile•
<br /> SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E ALL RON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B.AND'HOT DIPPED'GALVANIZED IN
<br />ACCORDANCE WITH ASTM A123 AND ASTM A153
<br /> RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS.
<br /> OF THE CONSTRUCTION together'ON MANAGER. 2. DESIGN,FABRICATION.AND CONSTRUCTION OF ALL CONNFZTIONS SHALL CONFORM M NSC 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 /> GENERAL MEA CLEAN AND HAZARD FREE REMOVING ALL WASTE,DEBRIS AND TRASH FROM THE SITE AND 3. WELDING! sM,ro ri�..,2
<br /> DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A ALL WELDS,WELDERS,AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1,LATEST
<br />REVISION.
<br /> CONDITION AND FREE FROM PLANT SPOTS,DUST,OR SMUDGES OF ANY NATURE. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
<br /> C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
<br /> 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4, ALL BOLTS SHALL BE GALVANIZED HI' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED
<br />TO A SNUG TIGHT•CONDITION AS DEFINED BY AISC.
<br /> MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE SECURE NUT WITH LOCKING WASHER ♦ i
<br /> CONTRAL:T DOCUMENTS OR WHERE LOCAL CODES OR RECLAATIONS TAKE PRECEDENCE ♦♦♦♦♦�� A• PN'i�P
<br /> 13. ALL WORK PERFORMED AND MATERAIS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 5. ICHOR STILTS SHALL CONFORM TD ASTM F1534 GRADE 36,UNLESS NOTED OTHERWISE
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<br /> DOOM REGULATIONS AND ORDINANCES.THE CONTRACTOR SHALL GIVE ALL NOTICES AM COMPLY WITH ALL
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<br /> LAWS, ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HNVMG g THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY RENFORCE7JENT IN THE STRUCTURAL MEMBERS
<br />IN SUCH A MANNER SO THAT THERE WILL NOE BE 2 No.B •''Q
<br /> JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL E CONFLICT WITH THE REINFORCEMENT WHEN NSTALUNG ANCHORS THE ANCHORS SHALL BE INSTALLED
<br />PER THE MANUFACTURER'S INSTRUCTION. �L�•-
<br /> INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS AS WELL * =
<br /> AS LOCAL AND STATE CODES,ORDINANCES AND APPLICABLE REGULATIONS. 7. CUNTRACTDR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE
<br />AISO MANUAL OF STEEL
<br /> 14, THE CONTRACTOR SHALL SUPERNSE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND TATE OF W
<br /> ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, S. ALL STRUCTURAL.STEEL SHALL E FABRICATED TO Flt AT BOLTED CONNECTIONS WMIIN 1/16 INCH TOLERANCE
<br />STRUCTURAL STEEL SHALL NOT BE FLAME CUT .AN
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<br /> TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS of THE WORK, UNDER ANY CIRCUMSEMCES WITHOUT APPROVAL OF THE ENGINEER. ♦�' [ p
<br /> INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNERS �s S'•, O R 1
<br /> AUTHORIZED REPRESENTATIVE 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. ,A�I44j TINA t„••F'?♦♦♦
<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 DATE of slawTORE- H/27/13
<br /> COMPLETE SEE OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TEM. LIEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES IF FIELD SPLICES ME USED.THE SHOP DRAWINGS SHALL
<br />INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
<br /> CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, SPUCE'S.
<br /> TESTED,ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNERS ACCEPTANCE 11 AT THE CONTRACTOR'S OPTION,SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GIFFORDWATER
<br />TOWER
<br /> 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FA13MCAMN AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS
<br /> OF CUTS,CONNECTIONS,
<br /> OTHER RINF D AWS A2�1 AND A2.4 RNAND SHOW EIMO TYOF WELD.PROVIDE SETTING �G.TEMPLATES.AND DIRECTIONS FOINSTALLATIONS BY OANCHO BOLTS MOTHER ANCHORAGES TO BE
<br />INSTALLED A21D0003A
<br /> AS WORK OF OTHERS'SECTIONS.
<br /> 1690 28th CART
<br /> v[RO BFACN,FL 32097
<br /> SHEET NAME
<br /> NOTES
<br /> 3—N RED
<br /> GENERAL NOTES 1 STRUCTURAL STEEL NOTES 3 T2
<br /> 4
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