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<br /> GENERAL NOTES: GENERAL NOTES: STRUCTURAL STEE� NOTES: CONCRETE AND REINFORCING STEEL NOTES:
<br /> 1 FOR THE PURPOSE OF CONSTRUCTION DRAWIPlG, THE FOLLOWING DEFINITIONS SHALL APPIY: � ALL STEEL WORK SHAIL 8E PAINTED IN ACCORDANCE WIiH THE PROJECT ;
<br /> 1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONTRACTOR - BUI�D CONTRACTOR 1. ALL CONCRETE WORK SHALL E3E IN ACCORDANCE WITH TNE ACI 301, ACI
<br /> CONSISTING OF A MONOPOIE WITH ANTENNAS AND THE PLACEMENT OF SU�COPlTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SPECIFICATIONS AND IN ACCORUANCE WITH ASTM A36 UNLESS OTHERWISE 318, ACI 336, ASiM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION �
<br /> FQUIf'MENT AT THE TOWER BASE. OWNER - CIPlGUT AR WIRELESS NOTED. SPECIFICATION FOR CAST-IN-PLACE CONCREiE �
<br /> 2. ALl WEIDING SHALL BE PERFORMED USWG E70XX EIECTRODES AND Z. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
<br /> p, THE PROPOSED FACIUTY WILI BE UNMANNED AND DOES NOT REQUIkE 2 ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON TFIE DRAVlINGS ANU PROJFCT WELDING SHALL CONFORM TO AISC AND AWS Di.l. WHERE FILLET WELD q000 P5� Ai 28 DAYS, UNL�SS NOTED OTHERWISE
<br /> POTABIE WATER OR SEWER SERVICE. SPECIFICATIONS. SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN
<br /> 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOi FOR HUMAN HABITAT. 3. DRAWINGS PROv�OED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOw OUTUNE THE AISC "MANUAI. OF STfFI_ CONSTRUC7ION". PAINTED SURFACES 3. REINfORCwG STEEL SHALL CONFORM TO AS7M A 6i5, GRADE 60, DEFORMED �
<br /> (NO HAND;CAP ACCESS IS REQUIRED). SHALL BE TOUCHEO UP UNLESS NOTED OTHERWISE. WELDED WIRE FAC3RIC SHALL CONFORU TO ASTM
<br /> ONLY.
<br /> 3 BOLTED CONNECTIONS SHA�L BE ASTM A325 BEARWG TYPE (3/4"d) A 185 WELDED STEEL WIRE FABRIC UNLESS NOT[D OTHEI:WISE SPLICES
<br /> 4. OCCUPANCY IS LIMITEO TO PERIODIC MAINTENANCE AND INSPECTION, q, ALL MATERIALS FURNISHED AND INSTALLED SHALI BE IN STRICT ACCOROANCF WITH Al.l. SHALL BE CLASS ��E3�� AND ALL HOOKS SHALL BE STANDARp, UNO.
<br /> APPROXIMATEIY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. APPLICABLE CODFS, RFGULATIONS, AND ORD!NANCES. SUBCONTRACTOR SHAI.L ISSUE ALL CONNECTIONS AND SHALL HAVE N:INIMUM OF TWO BOLTS UNLESS NOTEO
<br /> APPROPRIATE NOTICES ANO COMPLY WITH ALL LAWS, ORDINANCES, P.ULES, REGULATIONS, AND �THERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
<br /> 5, NO NOISE, SMOK[, DUST OR ODOR Wll.� RESULT FROM THIS PROPOSAL. LAWfUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING iHE PERfORMAIJCE OF THE WORK. REINFORCING ST�E� UNLESS SHOWN OTHERWISE ON DRAWINGS
<br /> 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8�� DIA
<br /> 6. OUTDOOR STORAGE AND SOUO WASTE CONTAWERS ARE NOT PROPOSED. g. ALL WORK CARRIEO OUT SHALL COMPLY WITH ALL APPLICABLE �4UNICiPAL AND UTIUT`( ASTM A 307 BOLTS UNLESS NOiED OTHERWISE
<br /> COMPANY SPECIFICATIONS F�IJD LOCAL JURISDICTIONAL COOES, ORDINANCES AND APPLICABLE CONCRFTF CAST AGAINST fARTH......_3 IN.
<br /> 7. ALL �AAiERIAL SHALL BE FURNISHED AND WORK SHALLBE PERFORMED IN REGULATIONS. 5. WSTALLATION OF CONCktIE EXPAtJ510N/WEDGE ANCHOR, SHALL BE PER CONCRETE EXPOSED TO EARTH OR WEATHER:
<br /> ACCOROANCE WITH THF PROJECT SPECIFICATIONS. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR �� AND L�RGER
<br /> BOLT, OOWEL OR ROD SHnLL CONfORM TO MANUFACTURER'S Z I�
<br /> 6. UNIESS NOTED OTHERWISE, THE WOKK SHALL INCLUUE FURNiSHiNG MkTERIALS, EQUIPMENT, RECOMMENDATION FOR EMBEDMENT OEPTH OR AS SHOWN ON THE S AND SMALLER & WWF.,.,,....1 1/2 IN.
<br /> 8. SUBCONTRACTOR SHALL BE RESPONSBLE FOR REPAIRING ANY DAMAGE APPURTEIJANCES, AND LABOR NECESSARY TO COPAPLETE ALL INSTAILATIONS AS INDICATED ON CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT
<br /> CAUSED BY THE CONSTRUCTION OPERATION. THE DRAWINGS. DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGWEERING CAST ACAINST THE GROUND:
<br /> APPROVAL WHEN DRILUNG HOLES IN CONCRETE. SPECIAL INSPFCTIONS,
<br /> 9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND 7, THE SUBCONTRACiOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH RFOUIRED BY GOVERNING CODES, SHALI. BE PERFORMED IN ORDER TO SLAB AND WALL ........ ..............3/4 IN.
<br /> INSPECTION REQUIRED FOR CONSTRUCTION. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. BFAMS AND COLUMNS......._......1 1/2 IN. ��
<br /> 10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON g. IF THE SPECIFIED EQUIPMENT CANNOT OE INSTALLEO AS SHOWN ON THESE DRAWINGS, THE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT A�L EXPOSED EDGES OF
<br /> CONCRETE, UNO, IN ACCORUANCE WITH ACI 301 SECTION 4.2.4.
<br /> A DAILY BASIS. SU[3CONTRACTOR SHA�L PROPOSE AN ALTERNAiIVE INSTALLATION SPACE FOR APPROVA� BY ',
<br /> THE CONTRACTOR. STRUCTURAL STEE� NOTES 301
<br /> 1 1. WFORMATION SHOWN ON THESE ORAWINGS WAS OBTAINED FROM SITE VISITS SO� 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
<br /> AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL g. THE SUBCONTRACTOR SHALL PROTECf EXISTING IMPROvEMENTS, PAVEMENTS, CUR[3S, MANUFACTURER'S WRITTEN RECOMMENDEO PROCEDURE. THE ANCHOR BOLT,
<br /> NOTIFY BECHTEL OF ANY DISCREPANCIES PRIOR TO ORDERWG MATERIAL OR �ANDSCAPING ANO STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRFO AT DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION fOR
<br /> PROCEEO�NG WITH CONSTRUCTION. SUBCONTRACTOR�S EXPENSE TO THE SATISFACIION OF OWNER. EMBEDMEN7 DEPTH OR AS SHOWN ON THE DRAWINCS NO REBAR SHALL BE �
<br /> CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILUNG HOLES IN
<br /> 12. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL �p_ THE SUBCONTRACTOR SHALI CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR
<br /> MEET FAA STANDARDS AND REQUIREMENTS. CONSTRUCTION. APPROVED EQUAL, UNLESS NOTEU OTHERWISE. SP[CIAL INSPECTIONS, WHEN
<br /> REQUIRED BY GOVFRNING CO�ES, SHALI BE PERFORMED IN ORDER TO
<br /> 13. SUBCONTRACTOR SHALL CALI GOPHER STATE ONE FOR MARKOUT PRIOR TO 11. ALL EXISTING ACTIVE SEWER, WATER, GAS, [LECTRIC, AND OTHER UTIUTIES WHERE MAWTAIN MANUFACTUkER'S MAXIMUtd ALLOWABLE LOADS.
<br /> CONSTRUCTION. [NCOUNTERED W THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIREO
<br /> 14. ALL MAiERIAL SHALI BE FURNISHED AND WORK SIiALL E3E PERFORMED IN FOR THE PROPER EXECUTION OF THE WORK, SHALL 8E RELOCATED AS OIRECTED BY
<br /> ACCOROANGE WITH THE APPUCABLE SECTIONS OF SPECIFICATIONS. IN CASE ENGINEERS. EXTREAIE CAUTION SHOULD BE USED BY THE SUBCONTRACiOR WHEN EXCAVAiING CONCRETE AND REINFORCING STEEL NOTES 3OZ
<br /> OF A CONFUCT BETWEEN THE CONSTRUCTION SPECIfICAT10NS AND THE OR ORILLING PIERS AROUND OR NEAR UTIUTIES SUBCONIRAC1pK SHALL PKOVIOE SAFETY
<br /> ORAWINGS, THE DRAWINGS SHALL GOVERN. TRAINING FOR THE WORKING CREW. THIS WILL WCLUDE BUT NOT BE UMITED TO A1 FALI SO�
<br /> PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION.
<br /> 12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECIFtIC AND OTHER UTILITIES, WHICH
<br /> a 1NTERFERE WITH THE EXECUTION Of THE WORK, SHALI SE REMOVED ANO/OR CAPPED,
<br /> � PLUGGEO OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL N01 IN��ERFERE WITH THE
<br /> EXECU�ION OF THE WORK, AS DIRECTED 8Y THE RFSPONSIBLE FNGINEER, AND SUBJECT TO
<br /> - - THE APPROVAL OF THE OWNER AND/OR LOCAL UTILIIIES. '.
<br /> E" 13. THE AREAS OF THE OWNER'S PROPERTY DISTUHBtO BY THE WORK ANO NOT COVERFD BY
<br /> THE TOWER, EQUIPMENT OR DRIVEWAY, SHAII BF GRADED TO A UNIFORM SLOPE, AND
<br /> STABILIZEO TO PREVENT EROSION.
<br /> �� 1 4. SUBCONTRACiOR SHA�L MINIMIZE DISTURBANCE 70 EXISTWG SITE DURING CONSTRUCTION. Q �
<br /> EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN
<br /> -_ CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SE�IMENT CONTROL
<br /> `° 15. NO FILL OR EMBANKMENi MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN .
<br /> z E MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY fILL OR EMBANKMENL
<br /> �� �g, THE SUB GRADE SHALI. BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR �,
<br /> _' TO FINISHED SURFACE APPLICATION. '
<br /> �7. THE SITE SHALL BE GRADEO TO CAUSE SURFAC[ WATER TO FLOW AWAY FROM THE BTS
<br /> "� EQUIPMENT AN� TOWER AREAS.
<br /> _.._ __ �
<br /> �E 18 REMOVEDSFRO�ARTH EISTE A D DISPOSEOSOFT ECALLYTONES AND OTHER REFUSE SNALL BE EQUIPMENT TO BE PROVIDED BY OTHERS: �
<br /> �_-
<br /> ig. THE SUBCONTRACTOR SHALL PROVIOE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL EQUIPMENT PROVIDEO BY INSTALLED BY
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<br /> SPECIFICATIDN FOR SITE SIGNAGE.
<br /> NOKIA CABINFTS NOKIA NOKIA
<br /> �� SHELTER CONTRACTOR SUBCONTRACTOR
<br /> GENERAL NOTES J�OO � ALL OTHER EOUIPMENT AND MATERIALS TO BE SUPPLIED BY SUBCONTRACTOR UNLESS OTHERWISE NOTED. - �
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<br /> 3 E • I HEREBY CER�IFY iMAI THIS PLAN,SPECIFICA-ION
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