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GENERAL NOTES: GENERAL NOTES: STRUGTURAL STEEL NOTES:
<br /> 1. THE PROPOSEO FACILftt WILL BE 11NW�NNED ANO DOES NOT 1. FOR THE PURPOSE OF CONSTRUCTON DRAWINGS, THE FOLLOWINC OEFlNff70N5 SHALL APPLY: 1. ALL STEEL WORK SHALL BE PNMEO IN ACCORDANCE WRH THE
<br /> REOUIRE POTABLE WATER OR SEWER SERVICE ANO IS NOT FOR CONTMCTOR-CONTRACTOR PRQIECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTA1 A38 UNLESS
<br /> MUMAN HABRAT.(NO MANDICAP ACCE55 IS REOUIRED). SUBCOMRACTOR-GENEFAL CONfRACTOR(CONSTRUCTION) OTHERWISE NOTED.
<br /> OWNER-atdet WIREIESS 2. ALL WELDING SMALL BE PERFORMED USINC E70%%ELECTRODES ANO I
<br /> 2. OCCUPANCV IS LIAIRED TO PEPoOOIC MNNTENANCE AND INSPECTION, WELDINC SMALL CONFORM TO AISC AND AN5 D1.1.WMERE FILIET
<br /> APPRO%IMATELY 2 TIMES PER AIONTH,BY atht TECHNICIANS. 2. .LLL SITE WORN SMALL BE COMPLEfED AS IN�IGiED ON THE DRAWINGS ANO PROJECT WELD SRES ARE NOT SHOWN,PROVIDE TME MINIAIUM SIZE PER TABIE �'..
<br /> SPECIFICATIONS. '�
<br /> J. NO NOISE,SNONE,UUST,ODOR OR VIBRATIONS WIIL RESULT FROM J2.4 IN THE NSC'MANUAL OF STEEL CONSR2UCTION'.PAINTED �..
<br /> TMIS PROPOSPL J. DRAWINGS PRWIOEO HERE ARE NOT TO BE iCALED AND ME INfEN�EO TO SHOW OUiLNE ONLV. SURFACES SM�LL BE TOUCHED UP. i
<br /> 4. OUTDOOR STORAGE AND SOLD WAS1E COMAINERS N2E NOT 4. ALL MATERI/�15 NRNISHED AND INSiKLEO SHPLL BE IN STRICT ACCORDANCE WRH ALL 3•BOLTED CONNECT10N5 SHALL BE ASTA1 A745 BEARWG TPE(3/4"0)
<br /> PROPOSEO. MPLICABLE CODES,REGlAAT10N5,PND OROINPNCES.SUBCONTIUCTOR SHRLL ISSUE ALL CONNECilONS AND SHILL HNVE MINIMUM OF 1W0 BOLTS UNLESS
<br /> APPROPPoATE NOTICES AND COYPLY WfiM ALL UWS,ORDINANCES,RULES,REGUUTIONS,AND NOTEO OTMERWISE
<br /> 5. AlL MATERIAL SMALL BE FURNISMED PND WORK SHALL BE UWFUL ORDERS OF PNY PUBLIC AUiHORITY REGARDING THE PERFORAIPNCE OF THE WORN.
<br /> PERFORIAED IN ACCOROMICE WITH TME atkl SYSiEM GROUNDING 4. NON-SfFiUCTURAL CONNECT10N5 FOR STEEL CRATING AUY USE 5/8'
<br /> STANOMD DATED JUNE 2011 TECIWICAL SPECIFlCATIaJ FOR 5. ALl WORK CPf2RIE0 Ot1f SNALL COMPLY WffH/�LL/�PPL1Cl8LE YUNICIPAL AND UTILITY COMPANY DN.ASTM A 307 80LT5 UNlE55 NOTED OTHERWISE.
<br /> CONSTRUCTION OF GSAI/CPRS WIRELESS SITES, TECHNIG�L SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORONJANCES AND MPLICIBLE REGUUTIONS. 5.�rySTALLATION OF CONCREfE EXPANSION/WEOGE ANCMOR,SNALL BE
<br /> SPECIFICATION FOR FACILItt GROUNDING'.IN C,ISE OF A CONFUCT 6. UNLESS NOTED OTHERWISE,7NE WORK SHALI INCLUDE FURNSHING MATERIALS,EOUPA/EM, PEP AiANUFACTURER'S WRRiEN RECOMAIENOED PROCEDURE.THE
<br /> BEfWEEN THE CONSTRUCTION SPEpFlCATION PNO TNE DRAWINGS, pppURTENANCES,Ml0 LABOR NECESSARY TO COMPLETE ALL INSfALUTI0N5/S MDIGTED ON ANCMOR BOLT.DOWEL OR ROD SHALL CONFORAI TO WWUFACTURER'S
<br /> ?HE DRAwINGS SMALL GOVERN.
<br /> 7HE DRAWINGS. RECOMAIENOATION FOR EMBEDMENT OEPTH OR/5 SMOWN ON THE
<br /> 8. SUBCONTRACTOR SHALL BE RESPONSIBLE fOR REPAIRINO ANY DRAWINCS.NO REBAR SHALL BE CUT WRMOUi PRIOR ENGMEERINC
<br /> UAMACE CAUSED BY THE CONSTRUCTION OPERATION. 7. THE SUBCONTRACTOR SWLLI INSTALL ALL EqUIPMENT ANO MATERW.S IN ACCORDANCE WRH MPROVAL WMEN DRILLING HOLES IN CONCREfE. SPECIAL
<br /> MMIUFACNRER�S RECOMMENDATIONS UNLESS SPECIFICALIY SfATED OTHERWSE. WSPECTIONS,REOUIRED BY GOVERNING CODES,SHALL BE PERFORMED
<br /> 7. SUBCOMRACTOR SHML BE RESPONSIBLE FOR OBTMNING ALL W ORDER TO MAIMNN MANUFACTURER'S IAA7(IMUM ALLOWABLE LOADS.
<br /> PERIIRS AND MSPECTIONS REOUIRED FOR CONSTRUCTION. B. IF THE SPEqFlED EOUIPMENT CANNOT BE INSTALLED AS SHOWN ON TMESE DRAWINGS,THE
<br /> SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALUTION SPACE FOF MPROV�L BY TME 8.Ml AIEfAL WORH SHALL BE GALVMIRED IN ACCORDANCE WRM
<br /> 8. SUBCONTRACTOR SHALL REAIWE ALL TRASH AND DEBRIS FROM THE COMRACTOR AND SRE OWNER. SPECIFlCATiON ASTM Al2J.ALL SMOP WELDED NEAIBERS SHALL BE
<br /> SITE ON A DNLY BA515. GPLVANIZED AFTER WELOWC. �
<br /> 9. TME SU6CONTRACTOR SHAIL PROTECT E%ISTING IMPROVEMENTS,PA�EMENTS,CURBS,
<br /> 9. INFORMATION SMOYM ON 7HESE ORAVfiNCS W!S OBTAINED FROM SRE UNDSCAPING ANO STRUCTURES.M!Y DAIUCEU PAfi�SHALL BE REPNRED Ai SUBCOt1TRACTOR'S
<br /> VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. E%PENSE TO TME SATISFAGTION OF OWNER.
<br /> SUBCONTRACTOR SHALL NOTIFY at@t OF ANY DISCREPMlpES PRIOR
<br /> TO ORDERING IAATERIAL OR PROCEEDINC WRM CONSTRUC710N. 10. THE SUBCONTRACtOR SMALL CONTACi Ui1Lf1Y LOCATINC SERVICES PRIOR TO THE STMT OF
<br /> CONSTRUCTION.
<br /> 10. NO WFiRE STROBIC LICHTS ARE PERlATfED.LIGMTINC,IF REW�RED,
<br /> WILL MEET FM STANDAROS AND REOUIREMENTS. 11. .LLL E%ISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILff1ES WHERE ENCOUN7ERED
<br /> IN 7HE WORK,SNALL BE PROTECTEO AT ALL TIMES,AND YMERE REWIREO FOR TME PROPER
<br /> 11. ALL SICNS SHI�LL BE NRNISHEO AND INST�LIED AT ALL atht E%ECUTION OF THE WORK,5lW1 BE RELOCATED AS DIRECTED BY ENGINEERS.EXR3EME CAUiION
<br /> WIRELESS SERVICES SIIES IN ACCORDANCE W1TH SPEqFlCA710N atM SHOUID BE USED BY TME SUBCONTRACTOR WHEN IXCAVATING OR DRIWNG PIERS MOUND OR .'
<br /> SYSTEN CROUNDINC DATEO JUNE 2011. NEAR Ui1Lt11E5. SUBCONTRACTOR SHPLL PRONDE SAFEfY TRVNING FOR THE WORNING CREW. ' i
<br /> TMIS VALL INCLUDE BUT NOT BE LIMREO TO A)FAIL PROTECTION,e)CONFINED SPACE,C)
<br /> 12. NO AOOITION/�1 PARNING TO BE PROPOSED.EXISi1NC ACCESS AN� ELECTRICAL SAFEh'&0)TRENCHINC @ IXCAVATION. '
<br /> PAF2KINC TO BE USED. I
<br /> 12.�1.L EXSiING INACTNE SEWER,WATER,GPS,ELFCTRIC MlD OTHER UTWTIES,WHICH INiERFERE �
<br /> 1J. NO INJDSCAPINC 5 PROPO�U AT THIS SITE. W17ry THE E%ECUTION OF THE WORK,SHPLL BE REMOVED AN�OR CMPED,PWGGED Oft
<br /> 0'fHERWISE DISCOIf�INUEO AT POINTS NTiICH WILL NOT INTERF�RE WIiH THE E%ECUTION OF THE I
<br /> �4� MICAL IAINIMUu BENO PPDI� W�RK,AS DIRECTEO B7 iHE RESPoNSIBLE ENGINEER,AND SU&IECT TO THE�PPROVAL OF THE
<br /> COA%DIAMEfER PN�ftEW CaNMSCOPE OWNER MlD�OR LOCAL 11TILITIES.
<br /> 1/2"SUPERFLEX 1.15� 1.25' 13. THE AREAS OF THE OWNEF'S PROPERTY DISTURBEO BY?ME WORN ANO NOT COVERED 6Y THE
<br /> ��2. 5- �• TOWER,EQUIPIAENT OR ORIVEWAY,SHALL BE GRADED TO A UMFIXiAI SLOPE,AND STABILIZED TO
<br /> PREVENT EROSION.
<br /> 7 B' 74" 5"
<br /> I 1/4' 15" e' 1�. SUBCONTRACTOR SHN1 WNIAI2E OISiURBANCE TO E%ISIINC S17E WRINC CONSiFtUCTION. �
<br /> EROSION COMROL AIEASURES,IF REOUIRED DURINC CONSR2UCilON,SNAll.BE IN CONFORWNCE �
<br /> 1 5/e' 20' IS" WITM THE LOCAL CUIDELCNES FOR EROSION ANO SEDIMENT CON�ROL. �
<br /> 15.NO FlLL OR EMBNJKIAEM MATERIAL SHALL BE PIACED ON fR02EN CROUNU. FROZEN
<br /> 1S ALL COAJ(IAL CABLE INSTALUTIONS TO FOLLOW AIMIUFACTURER'S �TCRULS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FlLL OR EMBANKAIENT.
<br /> INSTRUCTIONS. 16.TNE SUB CRME SMALL BE COMPACTED AND BROUCM TO A SMOOTH UNIFORM GR�DE PRIOR TO
<br /> FINISHED SURFACE APPLJCATION.
<br /> 17. THE SRE SHPLL BE GfUDED TO CM15E SURFACE WATER TO FLOW AWAV fROM TME BTS
<br /> EOUIPMEM.
<br /> 1B.IF NECESSMY,RUBBISH,SiUMPS,OEBRIS,S71CK5,STONES AND OTMER REFUSE SHALL BE
<br /> flEMOVEO FftOM THE SRE PN�OISPOSED OF LEGN.LY.
<br /> I HEREBY CERTIFY RiAT THiS PLAN, 18.7ME SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCOROMICE w7TH OSMA REWUTIONS.
<br /> SPECIFlCATION,OR REPORT WAS
<br /> PREPAREO BY ME OR UNDER MY 20.SUBCONfRACTOR SHNl LEAVE PREAlISES IN A CLEAN CONDITION.
<br /> DIRECT SUPERNSION ANO T11AT I
<br /> AN A DULY LICENSEO
<br /> PROFESSIONAL ENGINEER UNDER
<br /> THE LAVS Of THE STATE OF
<br /> MINNESOTA.
<br /> RECISTRATION N0.�1034
<br /> DA�E �/��1•� Z 0)/1]/t5 PFASE�PER C011HENi5 YS 43
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