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GENERAL NOTES
<br />LINEANTENNA NOTES
<br />ABBREVIATIONS
<br />�'�'SG"°"'R"°°""�'°� "�'�"""�
<br />Atha
<br />DwlNstaeE � WNSAtrANlS a JVNY ERRORS M
<br />eMbb10Nb. W 1FeleX
<br />Y Ne qT NODWfi
<br />1. )WORK SMALL COMPLY WITH ALL APPIHCARAl; COOLS, UHD:NANCCS, AND REGULATIONS. ALL NECESSARY LICENSES
<br />1. All THRFADFO STRUCTURAL. FASFENFAS FOR ANTENNA SUPPORT ASSfiABUFS S/W L CONFUWA TO ASTu A307 OR
<br />AG1 ABOVE GROUND tLVll CA CADGE F'lriW) PLYWOOD
<br />INb
<br />IL
<br />xvw L AL aC HN►Io =V1 RtnlWi PRIOR TrR m
<br />M UMIDI III ►THVIOVS ll m OE . AL OCM* M[
<br />starnstCED IEY THE uTESF iU.TiRONI. nJ. CRITRtib ALAI
<br />ce n1ICAES. F.7O., REQUiRFO BY AUTHORITY HANNC JURISiXC11tlN SHALL BE PROCURED AND PAD FDA BY TfHEX
<br />ASTM A36. AL. STRUCTURAL. FASTENERS FOR STRUCTURAL STEEL FRWAG Ml. CONFORM TO ASTU A32S.
<br />A/C AIR CONDITIONING GAIV CALVANIND PT PRFSSURF UFAVEO
<br />VOW4 " R130A TIC FROPOW or uaw3oN
<br />% D �oPA>toN.NDnIt» NOropsaxlsAstssac
<br />CONTRACTOR
<br />FASTENERS SHALL BE 5/8' MIN, D1A. DEARINO TYPE CONNECTIONS WITH THREADS EXCLUCED FROM TILE PLANE. ALL
<br />APPROK APPROXI4AiMY GC GENERAL CONTRACTOR PRO) PROJECT
<br />Nob ARdeIECT R1LL Oa FAMOM 40..49*Awn
<br />ti
<br />EXPOSED FASTENERS, NUTS, AND WASHERS STALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSIDN
<br />AZ A.7IMURH GRND GROUND PROP PROPERTY
<br />KNIEW eP lte4 PPe1ECU
<br />2, MoRRION SHERSHFIELD CORPORATION H S NOT CoNDUOIEo, NOR DOES 11 DOING TO CONOUCF ANY RNESTIGATRBN
<br />ANCHORS SHALL TIC HILTI KW/O DOLTS UNLESS OTHER WISED NOTED. ALL ANCHORS INTO CONCRETE SHALL OC
<br />GYP UD GYPSUM WALL BOARD (P) PROPOSED
<br />AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT' LIMITED 10. ASOES70S WITHIN THE CONFINES
<br />STAINLESS MEL.
<br />IT= BUILDING
<br />OFF THIS PROJECT. MORRISON HERSHFkYD CORPORATION DOES NOT ACCEPT RESPONS010Y FOR THE
<br />OLK BLOCKING FLY HEHCHT city QUAImf
<br />INDEUNIFICAHON, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE LATERALS. R EMINENCE OF
<br />2. THE CONTRACTOR SMALL FURNISH ALL CANNNECi:ON HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION
<br />}VAC HPATNG %VITIATION AIR
<br />WARDOUS MATERIALS IS FOUND, WORK MS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE C:CNTRACTOR IS NOT
<br />TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING,
<br />HARDWARE SHALL BE STAINLESS STEEL.
<br />CLO CEILING CONDITIONING REQ REQUIRED
<br />rE OEIERLBNE HORZ HORIZONTAL RM ROOM
<br />r*
<br />i!
<br />TH 3. NORARROW SINOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY
<br />CLR CLEAR H R HOUR NO ROW N OPENING
<br />�A �c
<br />t*�r 6
<br />t 3. ALL MAT}=ILIA. FAMISHEO UNDER TINS CONTRACT SIV L BE NEW, UNLESS OTHERWISE NOTED. AL WORK WALL BE
<br />CONSULTANT OF' ANY DISCREPANCY BEFORE STARTWO CONSTRUCTION.
<br />CONIC CONCRETE ROW RIGHT Or WAY
<br />�-' ."
<br />CRRAN WEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE A;
<br />CONST CONSTRUCTION IN INCH
<br />T OV
<br />HIS EXPENSE All. WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP VATHIN SAYO PERIOD OF TIME
<br />OR FOR DUE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT. 14= EVER IS GREATER.
<br />4. PROM LOCK WASHERS FOR AL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, USE STAINLESS STEEL
<br />HARDWARE THROUGHOUt.
<br />CONE CONTINUOUS INFO iWORMATION SHT SHEET
<br />ID INSIDE BLAMER S1M SIMILAR
<br />/ 4.
<br />GET DETAIL (IHSYII INSULATION SPEC SPECIFICATION
<br />4. THE GENERAL CONTRACTOR AND MIT SUBCOMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING
<br />5. THOROUGHLY REMOVE ALL PLANE AND CLEAN AIL DIRT FROM SURFACE RMLIS.NG GROUND CONK 5CWN&
<br />CIA DLAETER INT INTERIOR SF SQUARE FOOT
<br />r.
<br />CONDITIONS AND UTILMES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAMS FOR EXTRA COMPENSATMU FOR
<br />CRAG DIAGONAL IBC INTERNATIONAL BUILDING COSS STAINLESS STEEL
<br />\\
<br />WORK WMH COULD HAVE BEEN FORESEEN 13Y AN INSPECTION. WHETHER SHOWN ON THE COMPACT DOCUMENTS OR
<br />6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL SENDS TO BE A
<br />ON DIMENSION Sit STEEL
<br />NOT. WILL BE ACCEPTED OR PAD.
<br />LAW. OF e' 1L` ILIS
<br />DBE DOWLE LBS POUNDS STRl1CT STRUCTURAL
<br />ON DOWN STD STUD
<br />J .. F
<br />5. THE GENERA. CONTRACTOR AH3 EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OWENSLONS AND
<br />C ONDIflONS AT THE JOB SITE WHICH COULD AFFECT IRE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS
<br />7. FOR GRROUN0Ma TO BUILDING FRAME & INAYCH PLATE GROUND BARS. USE A TWD-HOLY ROLE NEfA DRILLED
<br />CONNECTOR SUCH AS'W 32007 OR APPROVED EQUAL
<br />DWO ORATWPNO MGR MANAGER SUSP SUSPENDED
<br />MFR MANUFACTURER
<br />,
<br />; r !�j �. % ;,T
<br />RECOMMENDED SPECHICkW14% EXCEPT 11405E SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SMALL BE COUPLED
<br />EA EACH MAX MAXRAUM THaRU THROUGH
<br />' e LljX�.r;;' M. ,•
<br />WITH.
<br />& FOR AL EXTERNAL GROUND CONNECTIONS, CLAMPS & CADWRDS, APPLY A LIBERAL PROTECTIVE COATING OR AN
<br />ELEC ELECTRICAL MECH MECHANICAL TONG TINNED
<br />�1. ;�
<br />ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY_
<br />LILY ELEVATION MTL METAL TYP TIP M
<br />S. THE CONTRACTOR SHALL VERIFY AND COORDINAIE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL.
<br />9. ALL GALVANIZED SURFACES THAT HAYS 8ECN DAMAGED BY THERMO-WELDIIO. USE ERXCO T-319 GALVANIZING
<br />EO EQUAL MIN MINIMUM
<br />FQUIPMFRT MSC WSM. LANEDUS UG UNDERGROUND
<br />MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCH TITC.TCRAI. WORK,
<br />REPAIR
<br />BAR/COLD GALVANIZING PANT.
<br />EXISTING OTH UND UNLESS NormMMSE
<br />I 7. THE CONTRACTOR SHALL VERIFY THAT NO CONR'11C15 EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL
<br />EXT EXTERIOR
<br />I ELECTAICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSEALUTION AND
<br />I SEAL ALL CONDL41 PENETRATIONS INTO MOD" BUILDING WITH A SILICONE SFALANF AND ALL CONOUIT OPLMRGS,
<br />WA NOT APPLICABLE V£ VElUFY W FIELD
<br />MAINTENANCE ARE MET, NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIQT 10 MAKE
<br />FINFWISHl NEC NOT IN CONTRACT VENT VERTICAL
<br />MINOR MoDS1CATIDN5 IN THE DESIGN OF THE CONTRACT WLRIOUT 711E COMPACTOR GETTING ADDITIONAL
<br />11. ALL COAXIAL. CABLE WILL BE SECURED 10 THE DESIGNED SUPPORT STRICTURE AT DISTANCES NOT TO EXCEED a OR
<br />SPECIFIED COAXAL
<br />ELM FLOOR NTS HOT TO SCALE
<br />CONSTRUCTION
<br />COMPENSRg16N.
<br />6
<br />THE CABLE MANUFACTURES SPE101FlCA71ONS WHICHEVER IS LESS, WITH HARDWARE IN THE CABLE
<br />ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT.
<br />FLUOR FLUORESCENT WP WATER PROOF
<br />FT FOOT OC ON CENTER W/ WITH
<br />8
<br />01/29/20
<br />ISSUED CONSTRUCTION
<br />E 8, 00 NOT SCALE THE DRAINGS. DIMENSWNS ARE EITHER TO INC FACE OF FINISHED ELEMENTS OR 10 THE CENTER
<br />OD OVIT09 DIAMETER W/O WITHOUT
<br />LINE OF ELEMENiS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL. BE VERIFIED AND NOW THE
<br />12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYNG THREE (3)
<br />7
<br />10/28/19
<br />ISSUED CONSTRUCTION
<br />CONSULTANT OF ANY DISCREPANCIES,
<br />'
<br />TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SMALL BE PERFORMED TO THE SPECInem Ha'
<br />9, TRC CONTRACTOR SMALL BF RESPONSIBLE FOR DALY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM
<br />MD PARWETFPS OUTLINED BY TNT, VER17ON WIRELESS RIXO FREQUFWY THRU rMNEER. THIS TEST 5441tt BE
<br />PERFORMED PRIOR 10 FINAL ACCEPTANCE OF THE SITE, (1) COPY TO BE PLACED IN SHELTER
<br />---• - --
<br />UCP UO POWER CONDOR UOT ilG TELCO CDN4X81T
<br />THE CONSIAUCTMCH SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHAD. THOROUGHLY CLEAN
<br />BUILDING, SITE, AND ANY 01HER SURROUNDING ARM 10 A BETTER THAN EXLSTINO CONDITION.
<br />13. THE COAXIAL ANTENNA CABLE INSTALLER SHALL. BE RESPONSIBLE FOR PERFGRMILO AND SUPPLYNO VERIZON
<br />6
<br />09/20/18
<br />ISSUED CONSTRUCTION
<br />5
<br />07/19/19
<br />ISSUIED CONSTRUCTION
<br />WIRELESS WIN THREE TYPE WAMEN 71ME DOMAIN REFLECTOMETCR TESTS TO VERIFY CABLE LENGTH} AND TO CHECK
<br />10. THE CONTRACTOR 15 RESPONSIBLE FOR ADEQUATELY OWING AND PROTECTING ALL WORK OVAINO CONSTRUCTION
<br />FOR WATER OWAGF.
<br />AGAINST DAMAGE, BREAKAGE, CLXIAPSC, LTC. ACCORDING TO APPLICABLE CODES, STANDARDS. AND GOOD
<br />CONSTRUCTION PPAC11CFS.
<br />14. VAPOR WRAP WILL BE USED TO SEA. ALL CONNECTIONS.
<br />4
<br />12/03/18
<br />ISSUED FOR BOX CD
<br />It. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.
<br />15. ALL JUMPERS 70 THE ANTENNAS FROM THIS MAN TRANSMISSION LINE WILL BE t/2' CIA. AND SHALL NOT EXCEED
<br />3
<br />10/11/15
<br />ISSUED FOR REVIEW
<br />2
<br />12/11/17
<br />ISSUED FOR REVIEW
<br />12. THE CONTRACTOR SHAD. BE RESPONSIBLE FOR ALL DAMAGES TO TEE EXISTINO CONSTRUCTION AND REPAIR ALL
<br />I DAMAGES 70 BFITFR THAN NEW CONSTRUCTION. THIS. CONTRACTOR SNA.L NOW THE ARCHITECT OF ANY DAMAGE TO
<br />THE BUILDING WE OR ANY ADJACENT MAUCTURES AROUND 714E PROJECT. THE CONSULTANT SHALL BE SOME AND
<br />18. ALL MAN TRANSM..ISS-ON CABLE WILL BE TERMINATED AT A VERIZON WIRELESS POLYPPASER PROTECTOR LOCATED
<br />W014 1'-0` OF THE EQUIPMENT SHELTER,
<br />W.
<br />Date
<br />Revision
<br />FINAL. JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION, ANY ADD= AL ItoDIIGT1Ion WHICH MUST BE
<br />S MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE,
<br />17. MNTENM CABLE LCN0711S HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS USTEO ARE
<br />Clent,
<br />APPROXINATfO AND ARE NOT IMElMEO 10 EI: UPSET) FOR FABRICATION DYE TO nELD Common ACTUAL CAME
<br />ti 13. WHERE ONE DETAIL 15 SHOWN FOR ONE CONDITION, IT SMALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN
<br />LENGTHS REQUIRE. CONTRACTOR MUST F7EUJ VERIFY AMENNA CABLE LENGTHS PRIOR TO OMER.
<br />THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECH'ICATICK UNLESS NOTED
<br />OTHFRMSE.
<br />Ill ALL WAN CABINS WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT AMENNA PRIOR TO JUMPER. 0) AT THE
<br />BOTTOMwmc OF THE TOWER PART OF THE WAIF CUIOE ENTRY PORN {AT THE SHEl1ETtjCAB LT W91)O)
<br />I# 14. WHERE Nf]Ht PAVINO. CONCRETE SIDEWALKS OR PATHS MEET EI(LSIHNO CONS'1NUGT10N, THE CONTRACTOR SINAl1 MATCH
<br />R ADIER10R
<br />INiFYiLCNR OE TFHE SMHELTEAjCA(RNET.
<br />Y
<br />�� ��
<br />4 THE FXUSTBNG PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SM.00HH TRANSITION.
<br />19. ALL MAIN CABLES WILL HE GROUNDED ATs !t) AT THHE ANTENRA UMM INO PIPE, B) MOOLE OF THE CABLE RUN IF
<br />I5. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL. CEAWG, OR OTHER CONSTRUCTION AS REOUIRED 70
<br />GAIN ACCESS TO AREAS FOR ALL MECRANIM, PLUMBING, ELECTRICAL. OR STRUCTURAL MODIFTCAT.ONS. WHERE THE
<br />OVER 200'. C) PRIOR TO ENTERING EQUIPMENt SHELTER/CAMUET (WITHIN V OF CMIT1.
<br />EXISTING CONSTRUCTION DOORS, PARITTIONS, CE€LINO, ETC., ARE TO BE REMOVED, MODIFIED, OR REAM40ED OR
<br />20, PROVIDE AT LEAST W OF SLACK IN 'DIE MAW COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE
<br />implementation Team:
<br />WHERE THE EXPOSED OR HIDDEN MECHANICAL. ELECTRICAL, _SYSTEMS ARE ADDED OR MOUPRED, THE CCRERM.
<br />CONNECTOR REPLACEMENT.
<br />CONTRACTOR SHALT. REPAIR. PATCH AND MATCH ALL EXISTING CONSTRUCTION AND SHINES OF ALL Floon HINTS
<br />WHERE MASONRY CONSTRUCTION 1S MODIFIED. THE CONTRACTOR SHALL TOM IN ALL NEW
<br />21. PROVIDE A CAM DROP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNNECTIONS
<br />AND COLINGS. CONCRETE
<br />i CONSTRUCiROTN TO MATCH THE EXETINO BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR
<br />AND AS THE CABLE TRANSTTONS TO THE SHELTER/CABINET.
<br />t SHALL. VERIFY THE EXACT DETAILS TO BE VSED FOR CONSTRUCTION. ALL WORK SMALL BE COVERED UNDER THE
<br />T
<br />i GENERAL CONTRACT.
<br />22. AMENNNS AND COAX TO BE PROVIDED 13Y 1RA[ZON WHINI 5, CONTRACTOR TO COORDINATE DELIVERY.
<br />(` �c}�^�1Z
<br />16. VERIFY ALL EXISTING MMENSIMS PRIOR TO PERFORMING WORK.
<br />( Q
<br />Wt W* it lom
<br />17. VERIFY LOCATION OF ALL SLIMED UTUAN TiES PRIOR TO Y EXCAVATION.
<br />PROJECT INFORMATION
<br />18. THE OWAL. COMPACTOR SILAL. BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER HMMEDiATELY UPON
<br />1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF
<br />A&E Team:
<br />AWARD OF CONTRACT. THE GENERAL. CONTRACTOR IS REQUIRED 70 KEEP ALL DOCUMENTATION RECEIVED FROM THE
<br />POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER. WRI TEN AND VERBAL OISCUSSIONS WITH THE POWER
<br />COMPANY. M.
<br />WILD SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.III
<br />as
<br />I 19. THE GENERA_ COMPACTOR SMALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE
<br />2. ViRIM %VtEUESS CERTIFTES THAT THIS TELEPHONE EQUIPMET FACILITY WILL BE SERVICED ONLY BY VERIZON
<br />IMIAELESS EMKOVEE SERHACC PERSONNEL. FOR REPAIR PURPOSES ONLY. THUS FACILITY IS UNOCCLPYD AND NOT
<br />TH
<br />POWER CONNECTION FROM E POWER COMPANY.
<br />OESIGNEO FOR HUMAN OCCUPANCY TRUS IT IN NOT OPEN TO THE PUBLIC.
<br />MORRISON HERSHFIET.O
<br />€i
<br />H 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION RY OWNER`S REQUIRED QATE. THE
<br />3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY,
<br />600 STEWARTST, SUITE 203
<br />GENERAL CONTRACTOR SHALL PROVIDE AND MANTNN A TEMPORARY GENERATOR UNTIL. THE POWER COMPANY
<br />' CONNECTION IS COMPL.EEO. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY IM OWNER.
<br />4. NO POTABLE WATER SUPPLY IS TO BE PRWIDLD AT THIS LOCATION.
<br />SPATTLE, WADR101
<br />TA206.288.7370
<br />H-�
<br />IMPORTANT NOTICE
<br />21. IF THE GENERAL CONTRACTOR FAILS TO TAKE. NECESSARY MEASURES AS DESCRIBED IN NOTES t9. 20 AND 21
<br />S. NO WASTE WATER WILL BE GENERATED AT 'MIS LOCATION.
<br />mrW.MoXAEonbNVT d.cam
<br />ASONE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST 10 THE CWNER.
<br />Project Info:
<br />22. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED 70 ONE PLAN. W40CS AND
<br />HI NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
<br />3 SPECIFICATIONS ARE INSIRUMEMS OF SCRVHCE AND SHALL L REMAINE PROPERTY OF THE ARCHITECT. WHETHER THE
<br />PROJECT FOR WHICH THEY ARE MADE IS EXECUTED ON NOT. THEY ARE NOT TO BE USED By THE ONI.'ER ON OTHER
<br />7. YA VERMON 41M MAKITNMNCF CREW (MIOLLY ONE PERSON) WTI. MAKE AN AVERAGES OF ONE TRIP PER MONTH
<br />THE POSTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY
<br />Of
<br />OTHEIRS. MORRISON HERSHFIELD CORPORAHON CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESSTOE.
<br />t�
<br />S EA
<br />PROJECTS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT WRITING AND INTO AVEROMWAPWAIE
<br />AT ONE HOUR PER VISIT.
<br />EXNSTINC CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR MRD HIS SUB -CONTRACTORS
<br />BAGSHAYV
<br />O SUBMITTED TO GRESPONETAL BUILDING
<br />A PLANS WERE PREPARED TO BE
<br />COMPENSATION TO THE ARCHR
<br />IO
<br />SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION CF PROJECT. REPORT
<br />IT
<br />AUTHORITIES FOR REVIEW FOR COMPLIANCE WTI} APPLIGBLE CODES AND T IS THE SOLE RESPONSIBILITY OF THE
<br />CO LIANC
<br />ANY CONFLICTS OR OtSCREPARCiES TO THE CONSULTANT PRIOR TO CONSTRUCTION.
<br />2716 EYERE;TF AVE
<br />OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUIUXNNO CODES,
<br />VARETF. WA 08201
<br />23. W CONTRACTOR OR SUCH-OOMRACTOR FUND IT HFCFSSMRY TO DEIMTE FROM ORIGINAL APPROVED PLANS, THIN IT IS
<br />Dtowlnq TTUe:
<br />THE CONTRACTOR'S AND 'THE SUB -CONTRACTOR'S RESPONSIBILITY 70 PROVIDE THE ARCHITECT WITH 4 COPIES OF
<br />THE PROPOSED CHANCES FOR HIS APPROVAL BEFORE PROCEEDINO WITH THE WORK. IN ADDITION TVC CONTRACTOR
<br />AND SUB -COMPACTORS SHALL BE RESPONS93LE FOR PROCURINO ALL NECESSARY APPROVYALS FROM THE BUILDING
<br />AUTHORITIES FOR THE PROPOSED CHANCES BEFORE PROCEEDING WITH THE WOW, ME CONTRACTOR AND
<br />AND APPROVALS FROM
<br />ISUB -CONTRACTORS SHALL OE RESPONSIBLE roll PROCURING ALL NECESSARY INSPECTIONS
<br />BUILDING AUTHORITIES DURI4G THE EXECUTION OF THE WORK.
<br />LEGEND
<br />/'+DING
<br />►,YENERAL NOTES
<br />UILOIN AIL ETAIL SECTION 1�(�I.�R�at
<br />S1-�Nj / "
<br />24. IN EVERY EVENT. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SMALL BE IMERPRETEO TO BE A MINIMUM
<br />ACCEPTABLE MEMOS OF CONSTRUCTION BUT THIS SHALL Not RELIEVE THE COMPACTOR, SUB -CONTRACTOR. MDAR
<br />AND SYMBOLS
<br />SUPPUER/MANUFADWRIER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL HEMS ARE REQUIRED
<br />I To THE MINIMUM SPECIFICATION. IF MY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PW410E A
<br />COMPLETE ADEQUATE AND SAFE WORKING CONDITION. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE
<br />iNCLUDED IN THE DRAWINGS. FOR EXAMPLE. IF AN TEM AVD/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE
<br />ELECTRICAL WOE). STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS).
<br />OCIAIL NUMBER T TLTAIL NUMBER
<br />T
<br />1 N 1
<br />MH ... .,
<br />Projec1 Numbsn
<br />Stott DOW
<br />SIZE (I.E.
<br />REDUCED SPACING. ANC/OR INCREASED LENGTH (I.E. HOLT LENGTHS, BAR LENORNS THEN R SMALL HE DEEMED AND
<br />R_I
<br />SHEET NUMBER
<br />190001900
<br />11/18/15
<br />Drafter
<br />Designer:
<br />UNDERSTOOD TO 8E WCLUDED IN THE OIO/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A C;iADE AND ALL ITEMS
<br />! REASONABLY INFERRED SMALL BE DEEMED TO BE INCLUDED.
<br />sH=Er NATLTBF3i
<br />WHERE DETAILED WHERE DETAILED
<br />JS
<br />SV
<br />25. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL
<br />Project Manager.
<br />Profasatonat of Reeor�
<br />RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR,
<br />8EEE6tClGE ELEVATION DETAIL EUG
<br />UD
<br />it
<br />26. CONTRACTOR & ANY SUBWMRACTORS TO MAINTAIN KEEPING THE ROAD ACCESS GATE LOCKED AT ALL TIMES.
<br />27. IN RAWLAW CONTNTHOYS, TOYNER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POOR.
<br />CONNECTED PERMANENT GROUND ROD MOR TO TOWER ERECTONN.
<br />DEIARL NUMBER
<br />1 /
<br />Raddon NO:
<br />Sleet No:
<br />TGWER FOUNDATION SIRL;CTIRAL STEEL TO HE 10
<br />TOWER GROUND MUST BE MAINTAINED AT ALI 1M+ES.
<br />REFERENCED SHEET NUMBER
<br />T-
<br />DRAWING WHERE DETAILED
<br />Citv of Everett Reviewed for Permit�-
<br />. .
<br />
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