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HomeMy WebLinkAboutExhibit B - Site Plan Elevation Construction Details 06.20.25PAEPARBD BY: �:•M a sTe c Network Solutions verizon APPUCANT: CELLCO PARTNERSHIP d a VERIZON WIRELESS 118�"� 3Ro �°°° Ivetizonv/ MfESTBOROUGN, MA 01881 SITS NAME: Y"WOUTH 3 MA CELL00 PARTNERSHIP d/b/o VERIZOH 1YIRELE55 LOCATION CODE: 51 ALDER STREET 236354 MEdWAY, MA 02053 SITE ADDRESS: OFF OLD HYANNIS ROAD Knowwheabelow. YARMOUTH, MA 02575-1768 Call before you dig. Q.el SITE INFORMATION GENERAL NOTES AND APPLICABLE CODES SHEET INDEX igned by MiehaShader sHEEr NITLIBER sHEEr DEscRIPnoN 5hader S 08.20 SITE NAME YAIIMOUTH_3JA11 I. THIS IS AN UNMANNED TEIJECOMMUNICATION FACILITY AND NOT FOR HUMAN HABITATION. 1518:11 04'Do LOCATION OODE: 235354 1.1. HANDICAPPED ACCESS i5 NOT REQUIRED. T-1 TITLE SHEET 1.2. POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. SITE ADDRESS; OFF OLD HYANNIS ROAD 1.3. NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRETD. YARMOUTH,GN-1 GENERAL NOTES MA 02575-1766 COUNTY: BARNSGABLE COUNTY 2. CONTRACTOR SHALL VERIFY ALL PLANS. EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY LATITUDE: 41' 41' 33.70 N (NA(83) DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE A-1 SITE PLAN ARCHITECT/ENGINEER PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE LONGITUDE: 7O. 14' 46.30- W (NNW) DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. A-2 ELEVATION GROUND LEVEL. 120' A.MS.L (NAVO83) 3. DEVELOPMENT AND USE OF THE SITE WILL CONFORM To ALL APPLICABLE CODES, 11u pGq �R ORDINANCES AND SPECIFICATIONS M3 CONSTRUCTION DETAILS m THE F M = AND FCR OAIPIIIM O oN l4E TOWER OWNER: TOWN OF YARMOUTH 3.1 BUILDING CODE MASSACHUSE TS STATE BUILDING CODE 780 CMR M EDITION W/ T tIE OT�s l N 02' �� 1>E 1146 ROUTE 28 AMENDMENTS TO THE INTERNATIONAL BUILDING CODE (IBC 2015) �. Pllp�lmOF SOUTH YARMOUTH, MA 02664 3.2 ELECTRICAL CODE ADOPTED BY MASSACHUSET75: NEC 2023 A-4 CONSTRUCTION DETAILS ® CItANTrlo 2040 AM Mt RN 24%W SM PARCEL ID.: MAP: 104 LOT: 10 SUBCONTRACTIOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING - PPOR NIVA OW jp � �W � STRUCTURE TYPE: WATER TANK STANDARDS. AIE A-5 EQUIPMENT PAD DETAILS SIIBMTITAL9 RE HEIGHT- 80'-0't A C.L 3.4 AMERIGW CONCRETE INSTITUTE (ACT) 318, BUILDING 000E REQUIREMENTS FOR (SCREEN WALL) STRUCTURAL CONCRETE .. " DATE DBSCRIPIION BY. RAD CENTER: 84'-0 :b A.G.L. 3.5 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 5-1 ANTENNA PLAN e: CONSTRUCTON DETAILS — (AISC), MANUAL OF STEEL CONSTRUCTION. o t�/os/As [MR RE�E1p M 3.6 TELECOMMUNICATIONS INDUSTRY ASSOCIATION (7IA) S-2 CONSTRUCTION DETAILS t 03/17/il RLvI� PET! CW�ENR AA VICINITY MAP 3.6.1 �2STRUCTURALANN� D DSMEEL yfiTTelA SUPPORTING s p/,1/�1 IRMsm PtR Cprlelns PA '" -, } , 3.6.2 TIA 607. GENERIC TELECOMMUNICATIONS BONDING AND GROUNDING (EARTHING) FOR CUSTOMER PREMISES. S-3 CONSTRUCTION DETAILS & STRUCTURAL NOTES a 01/0/24 Fa rot COMMUM AA 3.7 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 4 08/2Vffi 111r= PR aOMMDrn im 1, , 41 3.7.1 IEEE St. GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, ® � AMID AND EARTH SURFACE POTENTIALS OF A GROUNDING SYSTEM. S-4 STUD WELDING NOTES OKLMM 3.7.2 IEEE 1100 (2005) RECOMMENDED PRACTICE FOR POWERING MID i w := yrae GROUNDING OF ELECTRONIC EQUIPMENT. c a Iwo � ti 3.7.5 IEEE C82.41.1. RECOMMENDED PRACTICES ON CHARACTERIZATION OF E-1 ELECTRICAL NOTES a POWER RISER DIAGRAM SURGES IN Low VOLTAGE 0cow OR LESS)) Ac POWER CIRCUITS. — 3.8 TELCORDIIA, GR-1275. GENERAL INSTALLATION REQUIR�ITS. 3.e TELCORDIA, GR-1503. COAXIAL CONNECTORS. E-2 GROUNDING DETAILS d1 NOTES STl81NP0 3.10 ANSI T1.311. TELECOMMUNICATIONS — DC POWER SYSTEMS — NAMBi ELDED TELECOMMUNICATIONS ENVIRONMENT PROTECTION. YA SrrB ST78 3.11 AWWA STANDARD, AWWA DIOO-11: WCARBON STEEL TANKS FOR WATER H.. & t SITE STORAGE APPROVALS LOCATION CODE: 1 FOR ANY CONFLICTS BETWEEN SECTIONS of LISTED CODES AND srANWROS REONi01Nc 4 MATERIAL, METHODS OF CONSTRUCTION. OR OTHER REQUIREMENTS. THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE SITE ADDRESS: k AND A SPECIFIC REQUIREMENT. THE SPECIFIC REQUIREMENT SHALL OONERN. THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL OFF OLD HYAN ROMD DOCUMENT'S ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY A IMPOSE CHANGES OR MODIFICATIONS. YARYOIfIFL MA 02617BB (9 apm+hNrs.ao avenny" COUNTY g LEASING/SITE ACQUISITION: DATE: stEBTTna• LANDLORD: DATE TITLE SHEET VER20N WIRELESS CM: DATE. MASTBC PR01. NO: STIBEI' NUmm 1 �d' VERIZON WIRELESS RF: DATE: CFB'CRHDTTINISY: T-1 CHECR]B) BY OATH: 07/Oe/25 I. THO SET OF RAMS NO 0E011 PREPARED FOR 7NE PURPOSES Of MUWCFAL AND AGENCY RL1AlE AND MPROIML. 7Ml8 SET OF PLANS DULL NOT E UTILIZED AS OONSTRUI IRON DOCUMENTS UNTIL ALL OMNNOS MIME SEEN REVISED TD INDICATE 'ISSUED FOR DOSI4ICTION.' M OOITMCTDR SMALL OOMI.T LMSIEO, NC. TO OISRE TH1R THEY NAME TIE LAW SET OF CONSTRUCTION ORLIMIMCB PRIOR 10 OORENrJA ANY WOK VM7SW40L 2C AM OLRPUAMM M FMirY S A NORMALLY UpCCPID NOBLE MONO FAWN, 3. INESL PLANS ARE INTENDED 10 E USED TO OImT M PRDNIOlED LATDUT. OASIIW SOUR NOT E WALED UIM GRERNME NOTED, PLANS, ELLMLTANS AND DUMB ARE NTDOEO 10 SH M M END RESIR.T OF DESIGN. NNW MIOMrIC RM WAY E NENLREO 10 Sm JOW Comma FN Damorno, 4, M OOIIRACTOL SMALL YEAST ALL DNONOO AD CQANIGIS M NOTrY TIE PROR'RT MANAGER OF NEW DISCROWMXX LEFDRE SIARTIG AW RODE A IIBSE PLANS NE M9Nm 10 REFLECT OBNNY@ FOB ODOHOIE COMM I, , P I AK ARPJM TN OOMPLY OM GENERAL summm CONSTRICTION TESON MMOD5 NO FRINCPLIM AND M CCNOM OR SMALL NME UMW NOT ALL AREAS OF SRUMNINAL A'DICIENT 1111E SEEN OA m OR SPENTALLY VERIFM M ODNHRNLTIR S THEREFORE REM MED TD IMDTrY M ENGNiEt SBmIEELT SHOULD DOONMWD FIELD COORIONN VARY FROM THM OMIm OR M IR INNK WOTBC ANC TILL IBR[ FIND CNAGE ON r' f r IEaRE0. 0. ALL EaMNWNI NO MM MAL! SMALL E 14NALLO N ACOODWICE SRN M YMMrtAC7U1M IEDOM ENDA ONS DRESS OTEAAY HOED BY THE ENGI EE71 OF IODATE 7. M CONTRACTOR SMALL E RESPONSMIE FOIL ALL WORM PERFORMED AND WIEIALS NSOI LED TD E N SINCE COWCIWA?M AS A MINIMUM SDMEAODC REIN ALL AFFLO48 E ODOM REGULATIONS AD OODGLAP m HMG JLM5ICIMNL ELECTRICAL SYSTEMS SAL BE INSTALLED N WNFUN60 E ITN M WOK ELLT,INOAL CEDE AND ALL GTRR LOCAL AD sIAIE JARSDOOMAL COO4 ODI NICFI. AID WITH LOCAL UTILITY CO RM SPECIFIGDONS. WHIOlLOI S INK SIKmIG 6 THE O RIAMIR SMALL NIMP CONTRACT AREA O K M AO FREE AND DISPOSE OF ALL OW. SUMS, WORM RRMMSi OR 011311111113 N ACCODNOE TOM AL LOCAL MD ENNODIR01A4 LAK. NO MAMRI LS OR EDIRP1fNf SOUL E PLACED A VWHM ON OR N M sTRNCRNE WITIDUT WING Am= FRORKOS TO PN W DOSING POOPERTT. UPON OOPLLTDN. REPAIR ANY DAMAGE TW IL1Y HOE OCOEURD DURING CONSTRUCTION. REPAIR ALL 02UM MALL SURFACES CAMPED DURING OO SIMICIGN SUCH 11MY THEY MOM AND DEED WIN A0.M473R SURFACE!. 0. M COMMCION SMALL E SLAY RESPONSIBLE AND NINE CONTROL OAWR COSIRUMI N HFAND. MEIHOOIL MOHNIOAES. S MMGTS, AID PROCEDURES. 1. M CON RIACMR SAL CALL UTILITIES PRIOR 10 M SAT OF COCIRUCROI. L ALL EDSING ACIM 91000% MV% VA ELECIMf AND OIpM UMJnM Mom ENCOUNTERED A IE WORN, SAL K PROTECTED M ALL TIMM AND WIWTE I II ED FOR M PROPER EXECUTION OF M TOOK OWL E RELOCATED AS DI ECIEO Of ENGINEERS. EXTANT CAUTION NIONRD BE IDED 01( M EONTMCTOR WHO EXONMONG OR PER DRILLING WORD OR NEAR UTRABEL OOLOMLm SMALL FROM SNQY TRWNG FORM NORIOIG CITE. THIS WILL ACLEDE RN NOT UNITED 701 A FALL PROMOTION R GOBBED SPACE G EEDIIaGL ammy L MENCSD B EXGNS010N * ALL SITE MOM, SAL K AS INDICATED ON IRE COMM 4. M CMITRA M SMLL ONE 06FIA MCE ICI EOSTIMO WE OUNG L E7EEIN CONTROL M LO RME F REWIRED OUSD COSTI%XnOK NLULL E N CONFORMANCE RIM M LOCAL GUIDELINES FOR ER00011 AND SEDIMENT OWRM, 1, ALL NOIi-SFINIC GEEFML-RRFOSE OIUT SMALL E rwrn L ED N A6OIPIAM WITH M MAFRFACTIRErd IEppASOaiIOR 1 M NON-fINNIC OFIiAAL-NIIFOSE MW SMALL E YFCNYOIGGLY MINED, FOR A MNIMRI IF ISM MNFFES, A NOT NO LORE GROW THEN CANE RAL7:D N 10 TO 10 MEATUS. 4, SRFAUCO TO ROCEK M O EMIT FALL E ME Or AM TAP! OF FMM METAL AND BOO BMW W1E TALL E SAE RERAN ARE% a NOr LESS TWA 1/W- N Omn 0. M SUMMATE SMALL E fMIU ATED SURFACE MY WITH NO OTANI MCI SAMIL MORTAR WANT K IGNaReeED INTO fUWSIRWE FLUNG ALL POTS AMID VOOG. R TYPICAL PROPERTIES OF M GOUT SAL K AS FLMOM COIPNESSSAE SDEOM (AM C-10I MOKFIED) I Oft. 35M PSI MN 7 W. 0000 PS MIN SW OAYA 7000 PSI ION FLOUK SIINOH 6mm c-m3) • SB OATM am Ps 7. ALL :TEA TARING PLAWS ND MAN SPPOT BTEA SAL E ASKEiD ONCE M GROJr HAS SMON LEVEED AM NO DEN CURD FOR A MINIMUM OF 24 NDURS. M RRL On" EQUIPWIT WOAD SMALL K RSTWLED AFTER M MW NO CUED FOR N HHORIL S. $CUD M OOTRACIOR MASH 70 PROPOSE AM ALIERWIVIC GROUT NO NEON O' NOIIISG OUTSIDE 11EE TARAMEMIS. THIS MUS E FRS$ENTm 10 M ENGINEER N VOTING AN A FULL NEIMNA SRRN DW. W@MAL OAa1 SLEW AID S6IAILTIOM ISIRACTNOS FOR Mj/Nm AFF1OaL 2 ►NUr TO COMPLY WITH 1NIS lFOW1GION CUB SEMMISLY AFFOX DR SIABEIIY OF THE FNSOMLACION. WAS" 1 - GOMML REQUIREMENTS SECTION 01010 SUMMARY OF WOW I. THE OONIRYROR SMALL KYEO AND 80=9 NAM UM SFECrOMOIS CONMISD N TN E SA PACKAGE PREPARED W WSEQ. N0. AD THE QW. TIRE ODNTRIDOI SMALL MOCT IMl= M TO MINE TWAT 1IEY MAME M LOW SET OF CONSIIRAMICI ORAOOm PRIOR TO CORM IDIDI G ANY SCI N NIADMOEVER. L N TIE EYET OF A DOM = KMEEN M IND FACIAOE S ENWINB AO DISE NDNES, M F7101®15 OF M CLMW !Pffif0101p0 WALL MK PROM DERCL 3, M CONTRACTOR SMALL VISIT THE SITE OF THE PROPOSED WONT AND FUIN ACOLMNT II[IMM BIM M CONDITIONS AS THEY E1Of N ORDER THLV ANY KSTROIOS PDTIMNG TO M MORN AK INDWS1O00. ALL AIM ARID 0101=4 HE IDEATED ON M DRURI "I AM AC UMIMY AS POSSIII9 OR ALL QODTOS SAIL E vm K um CONTRACTOR Wo SLSCONIRACTOR AT THE MIL M IMAM OF THE LANTRACM 10 ECAMIE ON NUK ANY POW NSTRI)MENT OR DOCUMENT, OR 70 VW M OR SMALL NOT PELICK M OONIMCIOt FROM ANY OBUIOAIION WM IFSFi . TO 7mR a m PRIME. M SIBL4AO1 OF A Q OTMON SWYL ACODREDK TN4 M CWrNACTDR AND THEIR S BOONIRMi7OCi RM FITLY DRAMED M SITE AID RAMP M EORIN CONDITIONS AID MINE WAX PROISIOIS FOR OPETAIMD UGER THE MONTONS AS THEY RM ATM SITE AND TIME NCLUPM ALL 14ZWW TMIM. 4, THE GEMBIAL COFIRACICIM R S!OIMEMM SHALL NCLUCE BUT NOT BE LYTEO 106 CONSTRUCTION OF M EQUIPMENT F'aRDIDdR NCLAORp 111Ef9MN%L NNNW; TELEPHONIC CONDUIT. COIMDID SSIEM AND COORDINATION MIN LOCAL UTILITY COMPANIES. S M INSEAM I FIA LEES IISPOIMMIIES OWL slamE BM NOT E LAVED TO. GAL TRAY MOWWIOR RCLTNO OF CADUS FROM MOLD MAPM f TD ANTDK%k ASSOCIATED FO DMIINE FOR SMUIRSO ANTENNA GBLEsC ANTOW MDNM, DEBMANIG PARM OF ANTDIIS. OOagNO OF ARIBWMO TD GOUNDIG MTEL WAIL IND MOM AND VESTING WITH MOO FREaR W ENONBEl4 M ALKINN IIf, LOCJ=K ND PROPER OONOAOR OF AMIEIMAIL L M COMPACTIONS SWILL OOOIM OM1E COPMAUCIdI ACIMIBsi AM M BUIOAG LAFDLOD N ORDER TO AMOD OOWTL:S AM C ONTO USE OF M SITE. 7. M DINER RAY NOTE WOA PE7rmum UNDER won OOTRKTS. OOICSMMIRY, URN M WON OF IMM CONTRACT. 6 M 0093K CONNRACIOI SMALL FERN. ACCESS 10 M FWFAM.'W TO 1MBEE CO TPACTOS 10 PERFORM TeM WOOL IC M OOTTMCFOR SMALL CONI MT TO ALL APPUM IOOAL, CORTY, SIDE AND FEDERAL. CODES. NAHB ND RWIREIIETEL a1CL110A0 OSIA IL M CONIRACM NWL APPLY An FAY FOR M CONSTRUCTION PEBIT. CETr100E OF OOMAWY AD ALL MIEN RECI ND PERMS OR (ICONS. THE CONTRAOTON S RESPONSIBLE FOR 06fAINO ALL 004LIMM 11. ONE SMALL BE KERGSm A POM M110 M aarrN 00OFANTS OUWNG M QONIJU N AD CONSTRUCTION PEEDOW OF 11011 rpm=. am E70R SMALL E WOE TO MAINTAIN A CLEAN OPEREGN DEBRIO NA L NOT AOCUMAML ALL DEBLtr! ALL E OEPOWMD N A S THE COMPHIM ON A DALY SAW AND SNARL E EPIWD ON A RETREAT SCFEOU L. M LOCATION OF M COITNMEN SHALL K COORDINATED, TIM THE aOIDNO M"Am 12 WPM PROCCOUES ATIEITON S O/OCMD TO PEDOM4 STATE, AID LOCAL LAWS, AUU39 AND RECU ATONE CONDEMNING G OOSTNCLOI SFAFETY AD HFAUM STOATS/. M CQMFIR UCTON Clarma ANA Dm THIS FROM SMALL TRUE ALL WORMING SURROUNDINGS AID CODIOM AK SANTASY, AID AK NOT NWARDOUS OR DANGEROUS 70 M HUM OR SAMEN OF M IMMIX CREWS ON BUILDING COMPANY. PREMIUM SHALL E DEMO AA ALL THt7 FOR M PIIOIECIOI OF PEIUSONS AM PROPERTY, If NI MMNDAMNY *m M SAFETY PACASON S OF APPLICABLE LOCAL LAIR% OM NbUM M AS ONLOG AND CONSTRUCTION COOE4 K OMWO FOR ALL COW%Wt= AND ARIOOM RGO[RL =am 01013 - DELIVER/, MOIIIDE AND NA Km 1. M COMiRAC1O1 SMALL E IMSPOmdE FOR ALL PIOOIDUREII AID SCHEDUSNO ASSOOOm 11101 MMSTM S1A M AND BMW OF MICIUMS AND ENRFIFIT 10 A D/W WON M SUE. s ALL ELEMENTS OF M OOTIG EM LL SMICRNES SITE FLANTIMM EM SAL E PR0TCIFD AS NECESSARY FROM SAID ACIONS. THIS WORN NEST E ME N A SAFE SOME MOCDIIRUCTNE MATTER FOR FlICITEMNO PERSONNEL AM PROPERTY. OHYLSI9 4 - MABLINY SmTION 04m - MASONRY RENTTDRgON - TUM PONTNOt 1. GOBEAL: 11211 S1:TON SPECiRS KCRMOBMS FOR THE CLN%YONG, RESTORATION OF NORM JOGS, R PNAMM OF LLLIONRY AID MABaFm AMRH. L ALL MORC TEAL E W4WLEIED N ACWIDANDIC AM RIE3E WE FZC N ADDITION to 14 ANN 041EBM7ONAL- ASiM CH SYAMM D SPECIFICATION FOR MASO AY CELENL AM C1W 9094 R0 SPEOVICTION FOR AOINOP E FOR LYSO RT MORTAR. MUTT C100 STANDARD >POWICAIION FOR PORT AND CEMENT MIN CW7 SIA OMD NPIECIFICMIO1 FOR HTDM1ED UK FOR MS ANY FIRS AM 0270 STANDARD SPEWIOAMON FOR NNW FOR UNIT MASQ1W ASTM C476 STMDMD SPECBRDATIOI FOR LOIOUFT FOR MASONRY. AM CNIO SPAWN Ti7W WHMO FOR PRE-COITIRIMION AID CONSIMUMION VOLIAIMON OF MORONS FOR RAN RID REINFORCED UST M SONY. am Cm STANDARD SPEDFR'ARON FOR' NIMEN f RN NTBOIALY COLORED CONGRESS. AOIM CIZO STANDARD SPECIFICATION FOR MORTAR CUM AM (1304 STINDMID SEOTCATON POR AD OMAM FOR MASONRY MORTARS. ASTM EM14 SICA DMD !Eft METHOD FOR MITER PDRISRaW AO LFAAK THROUGH W30NM. L NIONRIIOIUL MASOM IDISTRY "-WADHIR OCU RIL "C)- RECOMMENDED PRACTICES AD GUIDE SPEL FXYCM FOR COLD IMIMI R MASCARA CCOIRiC110N. RmokeeGm PNI ICES AID DIED! WBd11CA OM FOR ROT RETIRE WSO N Y CONFRIAMMION. C. NATIONAL =ARM MASONRY ASSOCIATION 0CMb M M UX BULLETIN /0-2A RELIOWIL OF OTAILS FROM MENErE WSORIRY, MR TOK NUM *-A CONTROL NID AMMOOL OF 07LAK CENCE, 3, IAOEIIM. DEUVW STORAGE AID HIAEDlG SHALL COFLY EM DYSION 1A A DELTA M DEUIIII WIEDHS N IAMIFACIUIIFR'S Cm"L MPDID, UNDAMAGED OOMOIIElS MEIN 004TFNMM [AORS PROCr R SDRM AM PROMOTION: SIM MAMA ALS PFORCM FROM EPOIRM TO HARMFUL fWApORpR/L CONDITIONS AM M IOPfl{tlUE AID NUMITY COFDIRONS ROTOREIDED BY M LAANRFACIURM AOE ILIOERALS N A DRY LOCATION. COHERED WITH A !Ala• OR 1304 R SaIANE CCYLIND. 4. M CONTRACTOR SMALL NfT/LL A MERCURY INSIM 1EMN AO M SITE W MONITOR EMEIAL 7EFEAOUIFE THE TFEAIOAEIER LOCATION SOLID E OOAML4LY AM U UIR NO CSICU Sp1O3 WOULD M P'OMONO OF A MERCURY THEND1AlE1 BE A7 SUCH 70 ALLDR SRRKR m am STRIKE R a M CONTRACTOR SMALL NOT PERFORM INDBL WMM M AA TE POMMUE K40M 40' F ON A FALLING SMIO4TFiL DIMPF OHWN M CONIWM OOWON RM M RRAC TECdRmDm FRACERSS AID CLADS SPFgIGOgII FOR MOLD RMERR M SOIFE OOISTUCRON' AS APPROVED Br M EROIMM 0, M CONTRACTOR SWsl PRICHMI AL MASONRY WDMC MEAT FROM B W SUNLIGHT T 001 THE AN TE PEMIUE RE40M W F ON A RISING THERMOMETER WITH I = THAN TOR RELATIVE ANTENNA. 7. WE NORIAN ARIA TOG HODS AIFIM MPSG M IEAPEIY ANS ABOVE W F AND FOR 2-1/2 MOU NS AT TEEFEYBIIRIE< UNDER W F. 4. K-TEMPER WORM 1O HASIIN WONARFTY. /. AIORCFOLY Abl MOLAR NOIESENTS N CNIM iS NEEDED FOR RRIOAIE USE N AL7rMWM AM ASTM CM AND CM TO PILOYOE UNNDNRR OF NIDL ILL OD M ON TIE ANIMISM COMPOUNDS TO UOR THE FREEaG POINT OF WORM UNLESS EFRLSSLY APPIOVm K M DOMINEER N AWINL 11. F vm S ANT Or EMAPORAWL K-inm OILY ARCM IWI "no or IONM0. IL PRPARAAIM A ESIABLJSI U M1; LVIVA, NO COUNSIM FROM M FROM OISTURMI IM IL NET CLAY MASOHIT UNITS AD ALL ADM W 01310410 MASONRY PTWdt 10 LAYING F M 1EL10EMAIE R AKRIE 70' F TO REDUCE C " I I I I ABSORPTION OF NORMAL MOSTRE BY M U T1. 00 NOT WET CONCRETE MA9DNY IN IM 1A emoo t A. PLACE MASONRY TO LINES AND LEVEL! INDICATED ON TO BLED ITD M DOTTING LINES AND TETRAD OF AOUACFNT MAIOMM. L M NIMN MAIMMM .OAS 10 UNIFORM WONT OF 3X MANE VETM 00 NO®MDL JONiS DOUL, OF UNIFORM 1141OCNIOM TIGHTLY 1IMM D, C. LAY COICIKIE BMW Ulm N RUING MOQ == OE HOCK UNIT ND OE MONMR .OTT 10 EDiAL 8". FON CONCAIE MO1MR JOINS O4 DPOIED U10R1( AND RUST .IOMO ON WORT TO amm SU SEOIM RLOL OWIM 0. LAY CLAY ORION AND COIWEIE SIWCN A A BOND FWMRN A AICOOEINOE RON M DABNOUL F M DWNO DO NOT STSNAME A PARTICULAR SOOI O RO AN M BOO PAITEII SAL WRIN AND X MELD KID M O MIL ALL MORTAR JOGS SNARL BY COHSWE AD SAL NOT PROTRUDE PAST M EDGE= OF MASONRY URNS IM IDNG PAl1EN BL GEMU , BRICIC MICA SIDWM SAL COMMON ID come PATTERN AMD SMALL MWE RILL POETMTIOI B Y 4 COUAS7 AT 2 r MAI POI®MIALLY AM VERTIMAUX IHEE CM ETHER K THROUGH MASONRY BON I NO ON REINFORCEMENT, 14. TORRANCIRN A YA MON FROM UNIT TO ADJAMIf UAL 1/3- MANAU I U NUMS on" CONDITIONS OD NOT PETS. L W VIOR FROM RAZE OF NALLs 1/4" N IC NCI I/r N W CR MORE UNLESS EOSMG CONDITIONS 00 NOW PEMML C bA1mD1O1 FERMI LEIEL ODINSNGi 1/C N YG I/4- N ICE I/2" MIOSMI ULMIS DOSM4I comma W NOT mmu 0. W INGICH OF JOINT 1FIMOM 1/TC N r. L MWORRI WWSOOM FROM CRCs SDIOFAL RMCG® OF BALLS PLUS OR IONS I/4-. IS, 00 MIT RMU MORTAR TO CROP OR ACORRRME AIM CJFAIY AN SPACE OR To I= 111101P HOLM IMP. C M NGR A REMOTE FOES! MORTAR AND MOM L REPLAMC OFFIOME MORTM MM MIADOU WOOL C, MEN SOLID S RRACIN AIN A AON-ACINC IMAM MMICM TOLL IOr MAIN MASONRY OR ACJAOET "CRIALL COBALT MASONRY MANUFACTURER FOR ADO PTABLE MKWM LEAPS SURFACES IIDROUNEY QM AND PIE OF ALL LDRIAA AND OT IR SOLING. 0. ESE MON-NEFALLIC TOMS N CENSO GFIRImm L DruD WORK FIOOIESS AND M M CDYME3m IF WORM: Wm MALL. SIL, LEDGE AND OTHER SURFACES BON STEP NYIAM IRISRL IINSMWB AM MOIWR TO REM& ALL SURFACES CLEAN AND RARE OF MCRIAR DAUBS. DO NIX WE METAL SCRAMES OR BL09r]L 17. AREA Or NAlONY! A. GRID M ONaR CTNS '00--IMAW M COMAL'FOF SAL T!A!w ALL COSTING MASONNY LOCJOIONS WINCH AN To ACOIADOATE ATACIMM M OONHRAMOR CAL EWIAYITE ROE AREAS GANG RILL CONSIDERATION 10 HIS PROPOSED METHOD OF WORKING IYOCEDLRIS TD C 11M NETHER M Am S siWMRC10RW, mmum RIMMING an REqum 1E-NISAIN0. L ABOA DLESS OF SECTION TAT ABOVE TIE ODITRACM SVILL INCLUDE VM NISI TE70E02) ND PRICE TO NNW ALL MOAMW IBIAI r-r FROM ANY PROPOSED BOLT ATTACNENT INTO M W7010Y AD FOR DE COMPLETE BEND OF M SOMtf 70 1 E FULL CEPINI OF ERRAND CmSTROTGN carom r-- OF AM ARAM PDOEr ON MASON OMCg1m ATTACHMENT. C. ALL REBUILT MASONRY SHALL COMgBM WITH M EOTIIG MAMMY RIM KIND 70 COLOR, TEam Me BOA FYOIESN. OR THE CONTMCWN SMALL APPLY ULTRA -WAN PFA-$EAL tIFMHEN M ASM N ACCORDANCE MTN M YWUFACMfRY I1011RU 10ft PRO -SEAL WFMIWR MASTER SMALL BE APPLIED TO ALL SUFAM ATTWTED IN THE PIOPOSEO NSAEAIgN W W A RADIUS OF ram' FROM ANY ATTACHMENT POW. FOR ALL EPCRY AN OHOP3 RTACNETS M OMIIII1 0 0 SMALL LOCATE M ANCHORS, SET M AMCIOS APE APPLY M OWING PRIOR TO SEMW ANY GIACIIMNT SMELL AVAST M BIWCTMOK SURFACE PRO-WIL IMATH R WUIER SMALL K APFUED m ALL K-APED SOFOS OF MMOSAIRN NO TO ALL "AM PRO -SEAL WLgM71 MUM 11ALL K AFKMO TO M TOP OF ALL , Ir l MHK SEIFAM PRIOR 10 M 16OL1ATI N OF NEW COPMp M CONTRACTOR SAL FROMM P110TOORAPIBC DIDENCE TNTT PRO -SEAL WEATHER YYIFER PARS ®1 APPLIED N ALL IROURm LO0ITHON3. IL MASONRY USES SMALL cam O 70 AM CBE AM WALL FAME A CDIFI®YE STR EIFTH NO LESS THAN 45CO PSL MORTAR SKULL E TYPE K UNLESS OTIONRE SEMPOALLY WTED ON WIMI4 M OATHM AND SNAIL HWi( A COPIISSRE STRENGTH NO LESS THAN 1SOO PEL 10. M CON IMI&M STALL NOTIFY M ENGINEER N MI SG AS TO THE DCW OF ANY LOG[ OL ImSSSED NIORMA ENCOUNTERED DURING M ROAN WHIM r-r FROM TiE ATOCNOO PINT TO DANK M BMW 10 ASPECT THE AREAS NO A/M3E REPAIR. 20, ALL AREAS OF WWK REPAIR SWL E RD{IOIIPMD BECRE MOM AND UPON COMPLETION OF 00NSTSL7IOL M OOMMDF R SAL LAIM AND CAX DIOM FI CTO MPH NO SUBLET 10 M (III AND ENIIWE[ AS PER 101E SI MA E EEIAW: A. MID KWIC PHOTOGIARIS OF ALL DOB4FM MASONY ADIADMEIT LOCOO4 EL MEALS OF BICOORK STRAND M WPM OF REMOVED MCWM PRIOR TO REPOARINL C. FNCFEO AREAS OF RMOMM R AMPS OF NICAWIIRC PAUOR TO BEDML L AIFAS OF BRIM FOLIO M MKML aEAOG AD PAIAMUNCN PRIOR TO K-GUAOSG. PIGIIGR PIER SFIOUD CLEARLY IIDICIVE M EOMO MO DIG PATTERN ND DOLAY NOW M NEW MA0INRW WILL TCLY AND LORD KID M EIFINO TO MANTAM STRUCTURAL A1FCalY. 21. AS A IMIIN AND (MESS RECIRM CAN NA M ALL SISONORK PE4TMlO1R SMALL E FACED WITH 4" MNUIM TEIMOM OF NWOIA BIOS NK TIED TO OCSI G. AT TEST WE MEOL IN V SHOULD E USED IN EACH 3 B4 R OF SILL SUWACF. TIES N ANE'R403E COASTS 04KU K 9000MM M 01IMMACE BEWEEL4 MKIENIF TEN SHOULD NOT DOM 24" VERTICALLY. NOT 24" FGROONfAILY. TIES SHALL Far BE um TT4N 3/10' OAI um IL GOER SHALL E MEAN NO PITIABLE 23. OETEMM JDIER 'OSETIVE JOTS' NULL ME0 JCWTS RIM MW ERODED 1/rC ON NOIRE OR MIVE LOOS, F'OWOEE® OIL BROTH MAIL MIS mm WwBE CROM (1/04") THAT ARE OMMSE SOaD SALL MOT E COSDOW DEFEMW 24. JONF PRIPAROOL OEFIOC E MORTAR JOINTS SWILL K R TIED USING A TICK POINT MULE INN A WORSNG TIP NO OiJOER DAN $/tr TO IDIPM UM&4m NWW THE MINIMUM OWN FOR RRPOWINO SMALL K 1/4'C MOM$ WITH SaWE MCId FUMO= OR SWALLOW JOTS ARE FROBIfD. BU3N, YMOAML AN JET OR NIX! SWAM JONIS 10 REMOVE ALL LOOSE MORM 21L DAMPEN SURFACES PRIOR TO TUCK PORTBG, APPLY POITIIO MGRUR BY IEAA OF A TRUISM NAMIONER TWU M MORTAR JOGS TO E FILED. SPREAD MORTAR MI .GAT N LAYERS FIMSY PfE'84D TO FORT A COPLOEY FLED FULLY PACKED JONT mom VOIDS, Koff TOMNG - WHEN MOTAR S TMNIIYlFSI. NAR0. TOOL TO ROOM ORIGINAL APPEARANCE Or ADJACENT JOTS !WWI EICM MORIARR FROM EDGE OF JOINT. A.F.F. ABOVE FINISHED FLOOR A.G.L. ABOVE GROUND LEVEL A.MS.L. ABOVE MEAN SEA LEVEL E.Q. EOLVAL GALV. GALVANIZED MAX. MAIOMUM MIN. MINIMUN N.T.S. NOT TO SCALE O.C. ON CENTER SCR. SCHEDULE TAP. TYPICAL U/G UNDERGROUND UP UTILITY POLE U.N.O. UNUSS NOTED OTHERWISE V.I.F. VERIFY IN FIELD PRBPARBD BY: .-•Ma sTec Network Solutions A"UCANT: w venzon CFLLCO PARTNEIMIP d/b/a VERIZON WIRELESS 31 ALDER STREET MEDWAY. MA 02033 �R NYI01 IIIIJIMINSIAL Michae S'9�bY eIR.Shader S h a d e r Date: 2025.0810 15:18:54.04'W OMMG SCALES ARE ITEDED FOR 24%W SEE PRNI@ MEW ONLY. ALL OTHER FAINTS SAS AK OMxW'NOT W SOW. SUBAETITAES REV DATE DBSCRWnON BY 0 12/O/22 FOR KVWF M 1 03/17/23 REVISED PER O AMM AL 2 00/11/13 NNIIED PEE CONNIMS AA 3 01/00/24 REWIED PERT COMMENTS AA 4 0//MM REM SED PER OOMRKM JM ® 00/2Q/m AOOEO DOTARD: Al SITE Bell. SITE KAMM YAlOXXWA-'LM IACATEON COD$ 23lI:l04 SITE ADDRB39: OFF OLD NYANNIS NOW 101460DIBIE COUNTY MAS= PROM. NU} I SF r NUbEDBR: vi116oB `Iff-MIS I GN-1 CI EOW BY DAM& 07/09/25 PROPOSED VER20N WNiELESB METER S 20M CB AT SPARE METER SCOW YA o�*� ov[ — WE— ovc °K—a"— WE— Out— ovc — mm — uuc— ova—avc UIILRY POLE 1 EXISTING U/P EXISTING METER NO.- 1412/4 E)(ISf1NG � EXISTING ASPHALT WATER TANK DRIVE WAY PROPOSED VETNDON WIRELESS PANEL ♦, ANIE MM (3 PER SECTOR TOM OF 0) MmWm WME ETIOLOSURE ePROPOSED VERMON WIRELESS RRWS ♦, (2 PER SECTOR. TOTAL OF 0) !� Qw BDoI (TOTA"OF 0 POLE 2 SPRINT WITHIN THE DOSTING STEEL SVPPGRTS (TYP.) EXISTING LADDER EXISTING SPMIIIIIYT ICE DGE ePROPFBA NK CTFARANCE ' A 4 LCMEST PORIT. OVER THE BMW R TREE LINE EQUIPMENT, BY OTHERS T4 SITE PLAN_ , wrai � APPROX. NORTH SCALE: 3 - 1 GRAPHIC SCALE.- 3/32•_1'-0• LESSEE 0A4 POWER a 11040 1. REFER TO LATEST RFDS FOR FINAL ANTENNA CONFIGURATION. 2. ALL PROPOSED EOUAPMENT TO BE INSTALLED IN ACCORDANCE TO THE MANUFACTURER'S SPECIFICATIONS. 3 ATEDGE PROPOSED DRIM s e AT EDGE OF DRIVETIAY A..6 CMTALOF5) -PROPOSED VFRILON WNTELESS 4 1v DOUBLE SWING DATE A.+l PROPOSED UTLnY POLE 4 -PROPOSED VERMON WIRELESS POWER 3 AI TELCO COIDUBS AT GRACE LEVEL ROUTED IN ACCESS AREA A 4 PROPOSED VERMON WNORFMS 5" SDONO OEM 000WOR W/ DOUBLE WALLED FUEL TANK A .\ PROPOSED VEROM WIIR9515 e % 2rx10'xB'H STOCKADE FENCE A-0 VERIZON MW1EIZSS 1G'-5*Xl f' E AREA LEASW/ EGUilE11T 4 4 1 Al EXIST NC SPRINT ON OONCAEIE PAD & ICE CANOPY EQUIPMENT LEASE AREA ROM CABLE SCHEDULE $� CU E gLmm 1IY/ TYPE l� ALPHA (1) 12xM HYBRD 17W* eEu GAMMA 1 t2x24 N. 1 IaV4 E DC AND FIBER NYBRFD CABLES ARE PROVIDED BY KRIZON WREIM& THE SIZING AND OR DERATING OF HYBRID POLE DC CONO XTM SHALL BE DDNE BY OTHERS IN rMORMANCE WITH THE REWIME]YTS OF THE KEr- PREPARED BY: •� M a sTe c Network Solutions ■ venzon CELLCO PARTNERSHIP d/b/a VERIZON W1REI E55 51 ALDER STREET MEDWAY. MA 0200 Micha signed by A el R. Shader Shader Date:2025.08.20 15:19:22.04'W wIA1IPm SW M AW whom Pan 24*&W UM PI M M MDR OILY, ALL 0110R WMIm SM SUBIffLTAOS LEV DATE DBSCRIMON BY 0 1;/0Q/22 FCR PORNM 1 03/17/23 K 4= Pdl Colso >< M 2 00/11/23 WAM M C010 M M 3 1 01/m/24 RZVISkD POI 0p0070E I M 4 00/2dp/!6 WMM PQ OOMiE111S #I 05/m/20 A000 mum= a1 SITBDO& SITENAM- YARMOUTHLA- LA LOCATION CODE ZXW SITE ADDRESS: OFF OLD WANNIS ROAD YARMOV1111. MA, E � 1708 amearEVIL91TBBT T71i8 SITE PLAN WmW PROD. NO: &URT NUMBER: vZ11m `BY- A-1 CHECKW BY DATE: 07/09/25 1. DESIGN AND 0016IILAp M OF ANTEM A, SUPPOOS SHALL OONFNM 1T0 AN IWE1A-2M-0 ISIItl1CTWW. 3TANOAROS FOR SIE M 10Ni]l7 AND MIIEMM SIIPPORIMO SIRUMWEr > COOS FOR COUNTY SPECff cam WINDL ALL STEEL INIEMS SMALL BE OALWPI AFTER FAMMCM 011 M ACOORDAHM WITH ARM A123 'M �b0rETNo m sIEEL M11CTs' 3 ALL BOLTS. ANCHORS AND MISCELLANEOUS FNRDWARE SNAIL WE GAL1WA N AOCORDANE WITHAWM A153 0107 ppOR� UNLESS 09FBiRWISE �DT(p.� NON AND STEl1 HMINDWARL'. . MWOE �D Lm WN ASIM AMMQM MALSMALLEREiMBOOID A ALL ANTENNA MOUNTS SMALL N NOU SVLM WTNH DBLE KITSAID SHALL BE lffft ED MW YEW a Omm Rm.ONSW1 m CF ANTENNA ID mm E vamyS, SlFPO1RB AND ALL COM ONNNIS THEREOF AID ATU420MU THERETO SHALL BE THE RFSPOEAIBEIIY OF 7NE MUWACIINpL WR SMALL PRONDE THE OWNER ORAWBbS DETA M ALL COMPOIORS OF THE ASSEMBLY . SWIMMING PUInNDff OAT ALSO PFARZ717HELLCwNERN1RIN STAIEM Nr OF COY411041ICE S MATMO THAT THE ANIF}MN SWPOWM NAVE BEEN OESIQED N ACCORDANCE WADI W10111-222-0 STAIDNSS. ALL S<RMISMO SWyy BENS 7ME STAIAa AND SINµAIIIE OF A PROFZSS04AL ENOYB>;11 RFASIDIED N 7IIE STATE THE WORK R BEING PERFORMER eft Am � sorm I. MUM WILL COLOR CODE AHD Lb 77E OOO1 AT Baal THE 10P OF TEE TONER NO DINE TE CELL SIZE M LOW N RE OWLE DBM PWR. THE MNWC MSRH WSL Oarm OF OODI TAPE 11111H A MMOBNI =IH OF 3/4 MOES, 7 M L MMM PIASW TAPE. SIOMOT 33 OR EMNAL NT L WE EEnRY PORE ASSTONEM SHDUI i BE FOLLOWED WERE P'OSME THIS SNOWS ASSUIO UK THE OW PORE CO SIM OF TBID< ROES OF FLOW PODS WITH THE FM RON I E1q MLA FROM " FROM LOT TO ROB. TE SECOND ROW B THIN®m 7-12 Q EFT TO ROM AND TIE TWb NOW B 13-18 (LEFT 70 MWri . 3. A SRE OW OODR SHEII 10 BE PI WEED BY CELLULAR BOUFIBNf E?�L EXISTING SPRINT PANEL ANTENNAS & RRH'S MOUNTED BEHIND SCREEN WALL OW.) EXISTING SCREEN WALL PROPOSED VERIZON WIRELESS PANEL--. ANTENNAS 3 PER SECTOR, TUIIAL OF >FT 9) RRH'S �2 PER SECTOR. TOTAL OF =_ B) & OVP BOXES (TOTAL OF 2) } MOUNTED INSIDE ENCLOSURE PROPOSED VERIZON WIRELESS PANEL ANTENNAS (3 PER SECTOR, TOTAL OF 1 9) RRH'S (2 PER SECTOR. TOTAL OF e 6) & OVP BOXES (TOTAL OF 2) }T MOUNTED INSIDE ENCLOSURE Ex�n T w OF 66 -----------�--- WATER - 199.0-. AMGL Am 1, REFER TO LATEST RFDS FOR FINAL ANTENNA CONFIGURATION. 2. ALL PROPOSED EQUIPMENT M BE INSTALLED IN ACCORDANCE 70 THE MANUFACTURER'S SPECIFICATIONS. PREPARED BY: .-Ma sTec Network Solutions A"LWANT: venzon CELLCO PARTNERSHIP d/b/a VERIZON NARELESS 31 ALDER STREET MEDWAY. MA 02033 M B BIMmH MmnBOr RaB1I1N Michae ysigned by • Michael R Shader Shader Date2025A8.20 15:19:46 -04'W f +` TOP Of rNIK RIDi LISL WnHWT THE WRI1017�O�M F THE OIFA7Qe R aDBL7LY FllposlNA AM N"MEO FOR mtm HomOILY ALL 00DM p maf.! APE DEEMED 110E TO SOiWr. EXISTING RIUL SUBMrffAL4 ! T DATE DBSCRTPEION BY PROPOSED VT]g2IDN IYM III M3 HYBRID CABLES LtIN (T m OF 2) MOUNTED TO WATER LANK � EXISTING WATER TANK a 12/0" FOR AIaiEW AA MMBH STAND OFF BWIC10:15 1YP. EVERY 1 0/17/23 RE W PER OCIBoNn1 AA i z Nb/1N/23 INlYlsm Pot COBBSNR AA PROPOSED VERIZON Yi�ElESS 3 01/00/24 WMW PER OOABQNtb AA 6 EXISid�C YERIR'I{L CABLE 1Try1Y MOUNTED 4 OV "AS REVISED AOt aaBons 0 OVERFLOW PIPE TD F am= SIFiL SILPm. A^a ® aN/m/aa D05TBVO ! ADom BOLIAwa J110 LADDER' PROPOSED VEAILON MARELEss 6 VEIi1 & CABLE TRAY OOVEIt e PROPOQ® LESSEE ICE IOE STTB @1PD: W1 18 FEET MIN. CLFARNICE SIM NAM: ROAD PONE, OVER THE Dan rt4 YARMIDUnL&_ 1A T II LEASE 4 T ! E"NIT LOCATEONCODE: EQUIPMENT EQUWWW ON CONCRETE PAD • A + PROPOSED VE R2m NLREI E83 3 234 036 22i18'x" SfOCKABE ".W A-7 SffE ADDRESS: OFF OLD H%*MS ROAR YARIgm MA 0207LT-Im RARMSTABLE ODUWTY T� E]OS71Nb GRADE . fl El►: 120.b'f A.M.S:L EI.E141g10N EAST ELEVATION MASfECPM. NO. SEf8E1'NUMBER_ Yz„m LI °01OW GRAPHIC SCALE 1/B'-1'-0' 01190EEDBY: MS A-2 CHECKED BY DATE. 07/09/73 1x8 WOOD SLATS ALTERNATED ON BOTH SIDES. FASTEN TO RAILS W/ GALV. NAILS 4x4 PRESSURE TREATED WOOD POST T (TYP.) 2x4 WOOD CAP MILLED To DROWN. NAIL TO RAIL W/ GALV. FAST 1x8 WOOD SLATS ALTERNATED ON BOTH SIDES. FASTEN To RAILS W/ GALA/. HARED 2x4 WOOD RAIL e' LONG MAX. 2x4 WOOD RAIL 8' LONG MAX_ j{ J J I j 12 0 CONCRETE FOOTING I r I I 1 1, FOR CATS k CORNER I J, .0 U POSTS 10"0 FOR u' INTERMEDIATE POSTS WOOD FENCE DETAIL 9mm N.T.S. 1'-2 31W 4"xBir3PLATE 9tIOV.) 1/2- J (2 PER VERTICAL GABLE IMMADDER SITE PRO PART NO. WCL4 OR EKK PER MAIIIIFACIURERS OSTRINSIIALLUCTIOINSS (3) 8x12 HNBRID CABLES. PRWIOE SNAIN COW HANGERS P CUSHION IINSEIRTS EXISTING STEEL SUPPORTS AT TANK FACADE (TYP.) 2x4 WOOD CAP MILLED TO DRAIN. NAIL TO 70P RAIL W/ GALV. FASTENERS VERTICAL CABLE TRAY DETAIL 5 SCALE N.T.S. 2x4 PRESSURE TREATED WOOD GATE FRAME HEAVY DUTY GALV. GATE HINGE (3 PER GATE) PROVDDE GALV. FASTENERS 2x4 WOOD RAIL 8' LONG MAX. 4x4 PRESSURE TREATED WOOD POST (TYP-) 1 x8 WOOD SLATS 4x4 BRACE ALTERNATED ON BOTH AT TOP SIDES. FASTEN TO RAILS W/ GALV. NAILS I i 1'-%r WIDE 12 QIL ( STEEL CABLE TRAY 00 FASTEN 78 AIMiLFg. SCREWS O 8' O.C. MAX VERf��iCp�ICABLE pLER PRO PART NO. WCL4 DA E QM INSTALL PER MkNUFACI XMtl EINSTRUCIKINS GATE LATCH W/ LACK AT-j OUTSIDE OF GATE 6'/08' DEEP CONC. FOOTING WITH 1-1/4'ht8'H PIPE SLEEVE 5000 PSI COMMERCIAL "QUIK-CRETE' MAY BE USED FOR PIERS. x2 WOOD GATE CAP -1 x8 WOOD SLATS. FASTEN TO GATE FRAME w/ GALv. NAILS low CLEARANCE Xi GATE SWING GATE WOOD FENCE GATE DETAIL 4 SCALE. N.T.B. EXISTING STEEL SUPPORTS AT TANK FACADE (TYP.) NG WATER FACADE © VERTICAL CABLE TRAY COVER DETAIL SCALE: N.T.S. CONCRETE CATE SF00fINC PREPARED BY: :-,MasTec Network Solutions APPUI,CAM. ■ venzon CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS 51 ALDER STREET MEDWAY, MA 02053 (9,.',rgned "van Michaemmumm b' Shader Date: Shader 15:20:18 04'W ORAN10 S=n AM Mew R m 24%W UM PIiaED 1EVS OILY. ALL OM F1011EO SM ARE OMM I= TO SMr. SUBMrrrALS LEY DATE DIDUMn 7TON BY 0 12/00/22 TOR FWW M 1 4T/17/23 liY1Sm PlTI CM00M M 2 00/11/23 KAM PER COMMWM M 3 01/00/24 I POI OOEUMM M 4 00/WW I PEN! OOMOIB I aw I ww/ffi imm ttI mm I y SrFEI INPD: SrM NAME VARNOUIH.,3-M LOCATION CODE: 330364 SM ADDRESS: OFF OLD HYAN IS ROAD � MR �0� 17IB SHM nTLR- CONSTRUCRON DIMAU MAST W PROJ. NO, SEJBET NUM HEL vZ11809 C[4Bp(EDBY: MS A-3 CHECKI D BY DAT Ek 07/09/25 r­\ ICE BRIDGE DETAIL SCALE N.T.S. SNAP -IN CABLE HANGERS. PROVIDE CUSHION INSERTS (TYP.) HYBRID IM CABLE I WATER TANK WAVEGUIDE BRACKErJ COMMSCOPE PART NO.: VC-WG50-2. OR APPROVED EQUAL (1YP.) 1/4.OX2' STUD WELD (TYP. OF 4 PER BRACKET) 3 CABLE ATTACHMENT DETAIL PIPE ADAPTER KIT BY OR APPROVED EQUAL W. 30 O.D. RMC. POWER RISER W/ WEATHER HEAD. LENGTH AS NEEDED. MOUNTED TO UNISTRUT WITH CA PIPE CLAMPS OR 3/a'* U-BDLTS (M.) (4) 3-1/2`0 O.D. SCH. 40 GALV. PIPE k 8'X8'X1/2' BASE PLATE PROVIDED WITH-] 10'x1W SITE PRO 1 CANOPY. ANCHOR BASE PLATES TO PAD W/ (4) 5 $1ft3-3 4' HILTI KWIK BOL III AN I I I I I I I I I L_ I LOAD CENTER ul S-0'EAR I FlyI PE NEC —t 3-1/2' O.D. SCH. POST BASE SHOE OLE WITH AM HANGERS 40 GALV. PIPE VALMONT PART NO.: BSA300 COAX TRAPEZE KIT CONCRETE SLAB/PtER (3 5 8ANCHO" S.S RS -a' O.C. MAX.) .0. SCHEDULE 40 GALVANIZED AT W-O' O.C. MAX.) 4 CONCRETE PIER 1. ALL PARTS SHOWN ARE FROM SITE PRO, OR APPROVED EQUAL 2. ALL STRUCTURAL STEEL & BOLTS ARE TO BE HOT DIPPED/RIGID GALVANIZED OR STAINLESS STEEL. 3. ALL BOLTS TO BE FURNISHED W/ WASHERS & NUTS. 4. /2 MG SOLID TINNED COPPER WIRE IN 5/11r FLEXIBLE STEEL CDNDUIT. CRIMPED EVERY 6" TO 8' WITH CORROSION INHIBITOR. SILICONE SEAL AT OPENING. n ICE BRIDGE SUPPORT POST DETAIL Sf94E N.T.S. f (1) 3-1/2.0 O.D.x6'-8' SCH. 40 GALV. PIPE & 8'x8"x1/2" BASE PLATE W/ (4) 3/8'ix3-3/4' HILTI KWIK BOLT III ANCHORS 'EQUIPMEM AREA --------------------------- I � I 3'-0' 5OKW DIESEL CLEAR GENERATOR W/ DOUBLE WALLED FUEL TANK BARS 012" I /E.W. ! II II I II CLEAR � II EQUIPMENT BATTERY ! i I k' 4, 10' CONCRETE ' PAD —----------------------------------------� arLEQUIPMENT PLAN + ^�- �� 't SCN.Et 4 1 GRAPHIC SCALE 3/4'-1'-0' APPROX. NORTH PREPARED BY: a:.M a sTe c Network Solutions APPLICANT: ve mzonv/ CRI PARTNERSHIP d/b/a VERIIZON WIRELESS 31 ALDER STREET MEDWAY. MA 02053 1L •11�N I Michae signed by el P Shader Shader Dale:2025.08.20 15:20:46 04'Oa 00iE010 2Nn AM WIF]Wm FM 24%W SIN pamm Em h ONLY. ALL am PRWrm am ARE DICU 0 filar 10 =SYE'. SUBMrrrALS tEV DATE DESCRIIMON BY 0 12/05/22 RR IEYE! AA 1 03/17/23 ROM Pit OOIEENIE M 2 08/11/23 IIfWRsM PM COMNIUM M 3 01/0/11a R FM 00NLE1fR M 4 OVZ/O tEOM FM OMMENM AM aq/20/!0 I A00m 0mmm AM Brm1NP0 S!TE NAIL: YARNOUTN..7_m LOCATION CDDE 238.W STL? ADDRESS: OFF OLD HYANM R!OMD YARMOUK MR BARE 119ro COUMY1708 CONSTRUCTION DECAL$ MASH PROD. NO. SHEET NUMBM- vz1180B "BY. MS A-4 CIRRO D BY DATE- 07/09/25 PREPARED BY: (2) 3/4' SITE PRO 1 12'x1O` CANOPY W/ (4) 3-1/2' O.D. SCH. 40 GALV PIPES FURNISHED WITH B'xB' BASE PLATES. ASSEMBLE PER MANUFACTURERS DRAWINGS MOUNT UNISTRUT TO STEEL PIPES WITH GALV. PIPE CLAMPS OR 3/8'/ U—BOLTS (TYP•) 5OKW DIESEL GENERATOR W/ DOUBLE WALLED FUEL TANK FIN. GRADE 1 -fir 30 O.D. RMC. POWER RISER W WEATHER HEAD, LENGTH AS NEEDED, MOUNTED TO UNtMUT WITH GALV. PIPE CLAMPS OR 3/5-I U—BOL7S (TV.) EIATTIRY CABINET WITH PLINTH PIPE GP EQUIPMENT CABINET (D'P.) WRH PLINTH io I O a MOUNT POWER AI TELCO CABINETS TO UNISTRUr CHANNEL W/ RECOMMENDED HARDWARE ANCHOR EQUIPMENT TO SLAB WITH 4) 5/8-fx3-3 4` HILTI KWIC T III ANCHORS. SHIM IF REQUIRED TO LEVEL PLINTH /5 ELARS 012- O.C./E.W.J 'L—(1) 3-1/2-0 O.D.x6'-6' SCH. 40 GALV. PIPE 8 B-x$-xl/2' BASE PLATE W/ (4) 5/8-04-3/4- HILT KMK BOLT Ili ANCHORS 10' CONCRETE SUITABLE UNDISTURBED SUBGRADE SLAB REMOVE ALL ORGANIC OR UNSUITABLE MATERIAL AND COMPACT 1 EQUIPMENT WEST ELEVATION GRAPHIC SCALE: 1/2•_r—D- n GP.S MOUNTING DETAIL LV. IPE GALV. 6 0 SCH, 40 PIPE PANTED YELLOW. FILL WITH CONCRETE AT 4,DO0 P.S.I. .:;Ma sTec Network Solutions APPLICANT: verizon✓ CELLCO PARTNERSHIP d/b/a VF.RIZON WIRELESS 51 ALDER STREET MEDWAY. MA 02053 9 N onm 2I umm Micha signed by aelR.Shader Shader •Date.2025.08.20 5:202 -04W � SDXn AIR N,DM FOR 24%W > PF=W V M OW. ALL OTI,Be MOM Sacs ME DEEM W1M$MAW. SUBIW=AIS 1. FT?IUNDA710N DEPAND AREA SHALL BE EXCAVATED TO THE DEPTH D DIMENSIONS SHOWN ON THE DAIS D8SCRIPITON BY O 17/0VA MR ,xvaf M PLANS. EXISTING LEDGE AND ALL OTHER EXISTING UNSUITABLE MATERIAL SHALL BE 1 05/17/23 AtMW PIR canons M REMOVED AND LEGALLY DISPOSED OF OFF —SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1—TON. VIBRATORY, WALK—BEH3ND = �„ � Prat eoMe>,I3 ROLLER AT A SPEED OF LESS THAN 2 FPS. 6 PASSES MINIMUM, TO PROVIDE UNYIELDING 3 01109IN r PO, OMAMM AA 4 M/" FINM PER QM51E 1R it SURFACE. 2. UNDERCUT SOFT AREAS A MINIMUM OF 12 INCHES DEEP. BACKFILL UNDERCUT AREA A W/>:oHs AMM SMLLAM all WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL 3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (fe)-4000 Psi. SRB CONCRETE TO BE AIR ENTRAINED. DESIRED AIR OONTENT TD BE 6X (PLUS OR MINUS SRENAMB 2X) YARMOUTFL3—MA6 4. REINFORCING BAR TO BE ASTY A513 GRADE LOCATIONCODE. 60. 238354 5. WELDED MARE FABRIC TO CONFORM TO THE REQUIREMENTS OF ASTM A185. WIRES FOR FABRIC A� FORM TO THE REQUIREMENTS SITE ADDRESS: OFF OLD F1YAIf6 ROAD YARMOUFK MA 02IF75-1768 BARINDqu 000NIY e. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. SHEET TTTLB: 7. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO LATEST EDITION OF ACI 318 AND APPLICABLE STATE BUILDING CODE EQUIPM f PAD DETALS ALLSTRUCTURAL STEEL IS TO BE RED. —ALL BOL70005 TO BE FURNISHED MASTEC PROD. NO: ITl1150Y SHBBT NUMBER: c CeDHY: W WASHERS AND NUTSMS �� CHECKED BY DATM 07/09/25 PREPARED BY NOTE. -ALL STRUCTURAL STEEL 15 TO EE GALVANIZED. -ALL BOLTS TO BE FURBISHED ar/ 'HASHERS AND NUTS. -GC TO PROVIDE SHOP DRAMINGS FOR APPROVAL, PRIOR TO FABRICAT NG STEEL 3 PROPOSED YERMON WIRELESS PMEL 1r1 Mix" (3 PER SECTOR, TOTAL OF 9) MOUNTED INSIDE EJiMMRE y � PROPOSED VERMN WMElESS RRH'S `y PROPOSED ENCLOSURE MODIF1CAMON 3 (2 PER SECTOR, TOTAL OF 0) AI (SET: DETAILS ON SHEET S1) Fi OVP BOX (TOTAL OF 2) MOl1NTm INSIDE �CIOfiURE r EXISTING SPRINT PANEL / RELOCATED SPRINTANTENNA & RRH -�6"x4' SQUARE PIPE PANEL ANTENNA dt RRH / (TOTAL OF 8) \ r A EXISTING IXiSf1NG SPRINT FIBERGLASS PANELS PANEL ANTENNA AM RRH *' \ PIPE 05' (TOTAL OF 6) 5 4'x4" SQUARE PIPE (TOTAL OF 2 PER SIDE) 4'X48' PANEN ti 'K ENCLOSURE EXISTING SPRINT PANEL ANTENNA Qt RRH - X Ilk EXISTING WHIP ANTENNA EXISTING SPRINT EXISTING SPRINT PANEL GPS ANTENNA ANTENNA L RRH 3'HX2'W ACCESS HATCH ® ANTENNA PLAN 1 •x •� •x SCALE 3 18 11T GRAPHIC SCALE. 3/18'-1'-0' APPROX. NORTH SEE DETAIL ! 8/5-2 OV.) PROPOSED FRP SQUARE TUBE? 2 3 3 _ r ♦'-1p' 4'-10' ISLE DETAIL SEE DETAIL1.2/S-2 -� 4/S-2) A37 - w _ --PROPOSED FRP SQUARE TULLE 4x4EE3/8' — - PROPOSED FRP.SQUARE I I I TIM 4*W/8' CM) 3 FRP PROPOSEDSQUARE TUBE 4x4x3/8' (TYP.) 'o °' v -SEE 2L..) �8 s 6 6 EXISTING WATER TANK tL _. IM11ME r1r ri /T W.r. PROPOSED FRP EXISTING SQUARE) —SQUARE TUBE TUBE 4x4' (TYP.) GYP 4x4x3/8' (.) ;EXISTING 4x4' SQUARE TUBE KICKER (TYP.) 3 ANTENNA PLAN SCALE: N.T.S. 2 SECTION 9GM& N.T.S. SEE 1/5-3 ❑flnlil.ua null SEE DETAIL J SEE DETALJ A/S-2 ".) 72) EXISTING r4" PIPE (TYP.) :Ma sTec Network Solutions ArPLWAN r' verizon 'dNW#IELNSFORD STREET TOWER '. FLOOR L010EL L. NtA 018'1 'S A• wP+w'[li vo s•av Awe b"u` Digitallysigned nMaciaren Date: 2024.01.0910:45:13.05*00' OR11I M SON.ES ME WENDED FOR 2* .M' S M PRNIFD NEON ONLY. ALL OTHER PRINTED SM ARE OE1MD 'MOT TO ' S1. BMIT TA-S tEV DATE DESCRIPTON ns G 12/05/29 FOR REVEN M 1 03/17M RENSED PER OMMENTS AA 2 0G/11/23 RflI® PER COMMENTS M 3 01/09/24 ME -AM PER COMMENM M $I IC NA;IF YAI§XXJTH3JIA LUCATRIL,' Mrkf. 230M SITE ADDRESS OFF OLD HYAMIIS ROAD VARMOUTH. MA 02575-17M ONOWA6LE COUNTY `lit-Ilil ANTENNA PLAN L CONSTRUCTION DETAILS MASTEC PRO). NO: SHEET \UMIM VZ1150D {'#IECL:FD Li 1 S-1 BM CHECKED BY DATE: 01/09/24 EXISTING SQUARE TUBE 44" (TYP.) 1 7 LSEE DETAIL 7/S-2 (TYP.) PROPOSED 2 STD PIPE (2-3/r O.D.) (TYP.) r � PROPIOISED I I I I PANEL AHTENNA--,,,, I I I I I I L J mum ap SQUARE TUBE 4x4Er3/8 (TYP.) SECTION 1 Sc�Im N.T.S S ¢ --PROPOSED 2 STD PPE 4' (2-3/1r O.D.) MP.) ---PROPOSED PANEL ANTENNAS W/ OUAL-MTTENNII BRACKET s PROPOSED 700/850 RRH I ff :l —SM DECAL 3, 4/S-3CrW.) 2 SECTION SCALE: N.T.S. 1 f I I I I SEE OErAILJ I I I I 0/5-2 (M.) PROPOSED I I I �NAS w -ANPANEL E LNNA BRRAACM I II I I I I I I II I EXISTING 44'----,, I PIPE MP.) I ! I I I I I I I I I ! I I I I I I I I I I I I I I I ! {I II I ! +I EXISTING SQUARE — - ! TUBE 4x4" {TYP.} AVI e L_ _J PROPOSED BxeOt1/4" PROPOM BASE PLATE (TYP.} ' 1e /NLOOR MATITlAT19T{IYp,) 3, 4/S-3 CM.) 3 SECTION SON N.T.S. 1 2 STD PIPE MO.) (TYP.) PROPOSED AWS/PCS RRH PROPOSED 04P Box PATER TANK PROP. 1/2' MIL (SEE DECAL I PROP. IMP 4xW/6' SQUARE TUBE (IYP.) y -PROP. FRP 4x"3/e SQUARE TUBE (TYP.) SEE Kra � o PROPOSED FRP 01 ' THREADED Rao W/ WASHER AND NUTS (TYP.) SEE DETAIL / e/5-3 4 DETAIL SrAm, N.LS PROP06ED FRP •1/2' THREADED R00 M1/� WASHER AND NUIS_ (T1T'•) SEE DETAL '.-,' PROP. FRP 400/6" 5/S-3 MP.) _ _ -_ SQUARE TUBE CM.) SEE DETAIL 5 DETAIL SCALE N.T.S. 7. �p EXISTING 4x4' k' ; SQUARE TUBE (TYP.) PROPOSED /1/2' MVMWED ROD fI} WASHER AND NUTS (TYP•) "", EXISTING 04" ? PIPE (TYP EXISTING 4x4' SQUARE TUBE KICKER fi DETAIL SCALE: N.T S. PROP. FRP 4x40/e- SQUARE TUBE (TIP.) EXISTING SQUARE SEETUBE 4x4" (TYP.) DETAIII 7/S-3 (TYP.) L-PRoPOSED FRP m/2' immoF.D ROD W/ WASHER AND NUTS (TYP.) DETAIL 7 SOME. N.T.S. a SCALE N T.S PREPARED RY -Ma sTec Network Solutions nPPLI('hNT 0 ve"zon- %0 CHELMSFORD STREET TOWER 2. FLOOR I LOWELL.\IA018f1 Digitallysigne by Bryan Madaren Date: 2024.01.0916A5:30-05'00' DRWM SCALES ARE EEIT MM FOR 24.W ME PIOMED M M ONLY. ALL O11ER PRIMED SO ARE OMM 'NOT TO SCALE' SUBMITTALS tE% DATE DESCRIPTION 11% O 12/05/12 FOR REVEST M 1 03/17/23 REVISED PER OM MMS AA 2 09/11/23 REVOW PER 00101FJOS M 3 01/00/24 IMM M PER OWA MS AA -EiNFO ill I. %A%H_ YARUOUT11.,3jiA E 1x:ATION CODE 236354 SITE ADDRESS OFF OLD HYAMDSS ROAD YARIIOUTH, MA 02575-17M BARNSTABLE COUNTY CONSTRUCTION DETAILS MAS'TEC PRO1. NO: SHEET \UMBER: YZI1500 'L1COlk 9m s-2 CHECKED BY DATE: 01/09/24 STRUCTURAL STEEL NOTES STRUCTURAL STEEL FRAMING 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS PRIOR TO FABRICATION. 2. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER CITED HEREIN: AWS: AMERICAN WELDING SOCIETY INC., 550 NW LEJEUNE RD. MIAMI FL 33126 USA AS PUBLISHED IN 'STANDARD DIA, STRUCTURAL WELDING CODE', 2004 OR LATER EDITION. AOSC 13TH EDITION: AMERICAN INSTITUTE FOR STEEL CONSTRUCTION, AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES': 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 3. STRUCTURAL STEEL SHALL BE NEW STEEL. CONFORMING TO THE FOLLOWING: W—SHAPE ASTM A992. GRADE 50 OTHER STEEL ASTM A38, U.N.O. STRUCTURAL TUBE ASTM A500, GRADE B. Fy-46 kei STRUCTURAL PIPE ASTM A53, GRADE B HIGH STRENGTH BOLTS ASTM A325 TYPE X U.N.O. WELDING AWS A5.1 E70XX ELECTRODES 4. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL FOR BOLTING OR WELDING. 5. FIELD CUTTING OR ANY MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER FOR EACH SPECIFIC CASE. 8. WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 'STRUCTURAL WELDING CODE' USING E70XX ELECTRODES. 7. WELD SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. UNLESS NOTED OTHERWISE, EXCEPT THAT FILLET WELD SWILL BE A MINIMUM OF 3/ t B'. 8. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING OR STABILIZING ELEMENTS HAVE BEEN INSTALLED. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. DESIGN OF ALL TEMPORARY ERECTION BRACING IS BY THE ERECTION CONTREACTOR AND IS NOT INCLUDED HEREIN, 9. ALL STRUCTURAL STEEL INCLUDING PLATES, ANGLES AND CONNECTION MATERIAL SHALL BE GALVANZE0 IN ACCORDANCE WITH THE ASTM A123 AND A153. 10. ALL A325 BOLTS. NUTS, AND WASHERS TO BE GALVANIZED IN ACCORDANCE WITH ASTM A153, A304. AND A583, IT, CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC. THEY ARE INTENDED TO DEFINE THE SPACIAL RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF MAKING THE CONNECTION. ANY CONNECTION THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SWILL BE DESIGNED BY AN ENGINEER, REGISTERED IN THE STATE WHERE CONSTRUCTION OCCURS, AND RETAINED BY THE FABRICATION. WHERE PARTIAL INFORMATION IS GIVEN, IT SHALT. BE THE MINIMUM REQUIREMENT FOR THE CONNECTION. BOLTED CONNECTIONS SHALL BE AS FOLLOWS: A. MINIMUM BOLT DIAMETER - 3/4' U.N.O. B. MINIMUM NUMBER OF BOLTS - 2 (PER SIDE OF CONNECTION) C. EXCEPT WHERE SHOWN, ALL BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS TO BE DOUBLE ANGLE BEARING TYPE CONNECTIONS WITH HIGH STRENGTH BOLTS (THREADS EXCLUDED FROM THE SHEAR PLANE) AND HARDENED WASHERS. 0. PROVIDE MINIMUM NUMBER OF BOLT ROWS AS FOLLOWS: W8, W10 — 2 ROWS W12 — 3 ROWS W14, W16, W18 — 4 ROWS W21, W24 — 6 ROWS 12. ALL WELDING SHALL BE DONE 13Y CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHOULD BE MADE AVAILABLE FOR ENGINEER'S AND/OR WIRELESS CARRIER'S REVIEW IF REQUESTED. 13. YIELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC PROCESS SHALL CONFORM TO ASTM A-233. E70 SERIES BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. 14. INSPECTION AND TESTING OF WELDING: FIELD WELDING SHALL BE DONE UNDER INSPECTION IN ACCORDANCE WITH THE AWS DII.1. REQUIREMENTS. VISUAL iNSPECTOON IS ACCEPTABLE WHEN FILLET SIZES ARE NOT SHOWN. A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT. COAT ANY FIELD CUTS, WELDS OR GALVANIZATION BREAKS WITH ZRC COLD GALVANZING COMPOUND OR EQUAL PRIOR TO ASSEMBLY. 5 DETAIL SCALE- N.TS. SEE DETAIN.. - 7/s-3 SEE DETAIL -} 4" -I T/S-3 �•) I I 'r 6 'I �.. PROP. ARP 4"x3/8' SQUARE TUBE DETAIL SCALE: N.T.S. SEE DETAIL -- 7/15-3 (1YP.) SOIL_. I � SEE DETAL I 7/S-3 (TYP.) DETAIL 2 SCALE N.T.S. 3 DETAI L s SCALE. N.T.S. SEE DETAIL (•) (O; CO; PROPOSED FRP 01 ' THREADED ROD Ill WASHER AND NUTS (TYP.) -PROP. FRP 4x4W3/8' SOME 7UBE (TYP.) -SEE DETAIL 7/5-3 CM.) PROPOSED FRP st/Y WASHER AND NUTS CM.) 10 SEE DETAIL 9/S-2 CM.) <TYP. PROP. 12' NDG A500 0r. B -PROP. FRP 4R4W3/8' a e ASQUARE H SS . a :4x.. I TIME PROP. 12024' PLATE,—,1. SLIGHLY TO FIT THE YANK SURFACE, PAINTED T d TO MATCH EI08RNG AFTER INSTALlATTON. (TYP.) 5/16.0-18 UNC 7HRF4DED STUD WELD ` 1•• (TYP. OF 4 PER PLATq 3 DETAIL SCALE N.T.S. PROP. 12' 1DG AND (1f. B ji PROP. FRP 4W4Lr3/8' 4-1/ SQUARE TUBE (IYP.) 316 TYPE - X 11 YAP- AM �� F - -- ■ STAINLESS STEEL RODS N J 4 1W/ NUTS AND WIASHERrN ---- (8) PER POST I Its PROP. 1/4" DPAk# E HO F. ONE ON EACH o SEE DUAL SIDE. 1 FROM 7HE EDGE TYP I 3 18 f � b� EXISTING WATER TANK _ _ b I�d 3//11i.-1B UNC� — ANGLE TO BE THREADED STUD WIELD FIELD DETERMINED (TYP. OF 4 PER PLATE) 2 7/B' .�...3 I/W 4 DETAIL SCALE: N.T.S. DETAIL SCALE: N.T.S. PREPARED BY .-Ma sTec Network Solutions APPLICANT verizowl 901)CHE LNISFORD STREET TOWER _'. FLOOR � LOW ELL. VA 0W1 n.a.rEn v R Digitally y Bryan MaCLaTen Date: 2024.01.0916:45:53-05'00' ENT A THE DEEICH PROPERTY 1AiLSM AM FOR THE T7TClJ19 DRNFNO SCALES ARE KrEMDED FOR 241L35' RZE PRIM MEDA ONLY ALL 0. PRINTED � ARE DEEMED `MOT TO $CAW. SUBMITTALS tE% ❑ATE DESCRIPTION !a 0 12/05/22 FOR REVERE M 1 03/17/23 TEYmcD PER OOMETETi18 M 2 00/11/23 REVOW PER COMMIDOS M 3 01/00/24 REMED PER COMMENTS AA SRfF. vgN1E- YARYOUTN %.M LOCATION C ODE: 238354 SITE ADDRESS OFF OLD HYANNIS ROAD YARMOUTH. MA 02575-1708 BARNSTABLE COUNTY S I���I IIIII COIISTRLICDON DETALS t STRUCTURAL NOTES MASTEC PRO). NO: I SHEET NONIBER: VZ1150I BM S3 D1/09/24 SPECIFICATIONS FOR STUD WELDING AND BOLTING TO EXISTING WATER TANK QFNFRAI 1. WELDING STUDS SHALL BE FLANGED THREADED LOW CARBON COPPER COATED STEEL STUDS, GRADE 1010 THROUGH 1020, CONFORMING TO ASTM A-106 STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ALL STUDS SHALL BE 5/16' DIAMETER X 1-3/4' LONG, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 2. STUDS MUST BE WELDED BY THE CAPACITOR DISCHARGE METHOD, NELSON MOD 100 SYSTEM, AS MANUFACTURED AND MARKETED BY TRW NELSON STUD WELDING DIVISION. ELYRIA, OHIO. (800) 635-9353 OR (216) 329-0400 OR APPROVED EQUAL FILLET WELDS ARE NOT ACCEPTABLE. 3. CONTRACTOR SHALL RECEIVE IN WRITING THE OWNERS REQUIREMENTS FOR TANK INSPECTIONS PRIOR TO COMMENCING WITH THE WORK ON THE TANK. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WRITTEN RELEASE FROM THE OWNER STATING THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE OWNERS WRITTEN REQUIREMENTS AND RELEASES ALL LIABILITY TO THE CONTRACTOR, THE ENGINEER, THE APPLICANT, AND THE STUD MANUFACTURER. 4. CONTRACTOR SHALL COMPLY WITH AWS DIA AND WAS C5.4 FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS 'STANDARD QUALIFICATION PROCEDURES'. CONTRACTOR SHALL ADHERE TO AWS RECOMMENDED "SAFE PRACTICES FOR WELDING'. 5. WELDING PARAMETERS, MACHINE POWER AND DWELL TIME SHAD. BE QUALIFIED FOR THE WELDING POSITION, MATERIAL THICKNESS, AND STUD SIZE TO BE USED. IF CHANGES IN THE SET-UP OCCUR AS DEFINED IN AWS D1.1. THE PROCEDURE MUST BE REGUALIFIED. 6. CONTRACTOR SHALL SUBMIT CERTIFICATION OF WELDERS FOR STUD WELDING TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE WORK. 7. CONTRACTOR SMALL SEAL ALL PENETRATIONS USING SEALANT APPROVED BY THE AIHJ, SURFACE EREPARATION- 1. HOLES DRILLED THROUGH TANK SHALL BE LESS THAN 1/18' LARGER THAN THE DIA. OF PROPOSED BOLT. DRILL FILUNGS SHALL BE CAPTURED SO THEY DO NOT FALL IN TANK. 2. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL TO WATER TANK OWNER DETAILING METHODS TO SEAL TANK PENETRATIONS. 3. CLEANING PROCEDURES SHALL BE VERIFIED AS MEETING THE MINIMUM REQUIREMENTS PER THE AWS WELDING HANDBOOK. VOLUME 2, 'QUALITY CONTROL AND INSPECTION" FOR STUD WELDING. IF THE EXISTING COATING SYSTEM CONTAINS LEAD OR OTHER POTENTIALLY HAZARDOUS MATERIALS, SPECIAL PROCEDURES FOR REMOVAL AND DISPOSAL WILL BE REQUIRED. 4. FOLLOW POWER TOOL CLEWING WITH A NON-FLAMMABLE SOLVENT CLEANING TO REMOVE ANY OILS, CONTAMINANTS, RUST, OR DIRT PRIOR TO STUD WELDING. (SSPC-SP1 BY STEEL STRUCTURES PAINTING COUNCIL, SSPC-VAS 1-67T) 5. PREPARE SURFACE TO BE WELDED BY SPOT REMOVING PAINT TO BARE METAL USING POWER BRUSHING IN ACCORDANCE WITH SSPC-SP11 (STEEL STRUCTURES PAINTING COUNCIL. SSPC-VAS 1-67Q. USE A 3M STRIP-N-CLEAN FLEXIBLE WHEEL OR APPROVED EQUAL A WIRE WHEEL IS NOT ACCEPTABLE. STUD QUALIFICATION TESTING AND SAMPLING - I. THE QUALIFICATION OF STUD APPLICATION AND PRE -PRODUCTION TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 7 "STUD WELDING' OF AWS DIA. INITIAL QUALIFICATION TESTING SHALL BE PERFORMED UNDER INSPECTION BY THE ENGINEER. 2. STUD APPLICATION SHALL BE QUALIFIED BY STUD WELDING TEN (10) SPECIMENS CONSECUTIVELY TO ASTM A-36 STEEL BASE MATERIALS USING RECOMMENDED PROCEDURES AND SETTINGS FOR EACH DIAMETER, POSITION, AND SURFACE GEOMETRY. THE TEN SPECIMENS SHALL BE TORQUE TESTED TO FAILURE STUD APPLICATION SHALL BE CONSIDERED QUALIFIED IF ALL TEST SPECIMENS ARE TORQUED TO DESTRUCTION WITHOUT FAILURE IN THE WELD. IN ADDITION, PRIOR TO PRODUCTION, CONTRACTOR SHALL PREPARE (6) STUD WELDED SAMPLES USING A-36 STEEL PLATES AT THICKNESS EQUAL TO EACH OF THE PLATE THICKNESS OF THE WATER TANK TO BE WELDED M. THE SIDE OPPOSITE THE STUD WELD SHALL HAVE A SIMILAR COATING (MINIMUM DFT-6MIL) TO THE EXISTING INTERIOR COATING OF THE WATER TANK. SAMPLES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. BEFORE PRODUCTION, AT THE START OF EVERY SHIFT AND FOR EACH PARTICULAR SEEP, TESTING SHALL BE PERFORMED ON THE FIRST TWO STUDS THAT ARE WELDED. IN PLACE OF THE ACTUAL PRODUCTION STUD TESTING MAY BE PERFORMED ON A MATERIAL SIMILAR TO THE PRODUCTION MEMBER IN THICKNESS AND PROPERTIES. TESTING SHALL INCLUDE A VISUAL EXAMINATION OF THE STUD WELD FOR A FULL 360 DEGREE FLASH. IN ADDITION, THE TEST SHALL INCLUDE TORQUE TESTING THE STUDS IN ACCORDANCE WITH THE FOLLOWING CRETER6A STUD DIAMETER (in) TESTING TORQUE (ft-lb) 1/4-20 UNC k PER MANUFACTURERS SPECS 5/16-18 UNC AS PER MANUFACTURERS SPECS 4. IF FAILURE OCCURS, THE PROCEDURE SHALL BE CORRECTED AND TWO MORE STUDS SHALL BE WELDED AND TESTED. 5. PRIOR TO PRODUCTION, CONTRACTOR SHALL PERFORM THREE (3) TEST WELDS ON THE WATER TANK IN A LOCATION SPECIFIED BY THE TANK OWNER TO VERIFY THAT NO DAMAGE WILL OCCUR TO THE COATING SYSTEM ON THE INTERIOR OF THE TANK. ANY AND ALL DAMAGE TO THE INTERIOR COATING SHALL BE REPAIRED TO THE OWNER'S SATISFACTION. IF DAMAGE DOES OCCUR, THE PROCEDURE SHALL BE REEVALUATED BY THE ENGINEER, CONSTRUCTION AUTHORIZED REPRESENTATIVE, AND THE OWNER BEFORE COMMENCING WITH THE WORK. 6. REPAINTING: 7. ALL PAINTED SURFACES AFFECTED BY WELDING OPERATIONS SHALL BE REPAINTED TO MATCH ADJACENT EXISTING SURFACES. PAINTING SHALL INCLUDE COATING OF THE STUDS. S. PRIOR TO REPAINTING, SURFACES SHALL BE SOLVENT CLEANED TO REMOVE ANY OILS, CONTAMINANTS, RUST OR DIRT PRIOR TO REPAINTING. (SSPC-SP1 BY STEEL STRUCTURES PAINTING COUNCIL, SSPC-VIS 1-677) 9. PAINT USED TO REPAIR INTERIOR COATING SHALL MATCH THE EXISTING COATING SYSTEM OF THE TANK OR SHALL BE A SIMILAR SYSTEM COMPATIBLE WITH THE EXISTING SYSTEM AND ACCEPTABLE TO THE OWNER. VERIFY EXISTING COATING SYSTEM WITH THE TANK OWNER. 10. EXTERIOR STEEL SHALL BE PAINTED WITH 1 COAT EPDXY PRIMER (DFT-5-7 MIL) AND 2 COATS POLYURETHANE FINISH (DFT-4-6 MIL) WITH COLOR TO MATCH EXISTING SURFACE. PAINT SHALL BE AS MANUFACTURED BY SHERWIN WILLIAMS, CLEVELAND, OHIO. 1-000-321-8194 OR EQUAL COATING TO MATCH EXISTING. CONTRACTOR SHALL VERIFY OWNER'S PAINT REQUIREMENTS PRIOR TO COMMENCEMENT OF THE WORK. 11, CONTRACTOR TO VERIFY COATING SYSTEMS ARE COMPATIBLE WITH THE EXISTING SYSTEMS BY ADHESION TESTING BY ASTM D3359 'MEASURING ADHESION BY TAPE TEST'. 12. CONTRACTOR TO VERIFY THAT CANS OF THE PRODUCT ARE NOT BEYOND MANUFACTURER'S RECOMMENDED SHELF LIFE. ASSURE THOROUGH MIXING OF PREMEASURED TWO COMPONENT COATING SYSTEMS. 13. SURFACE CLEANING SHALL BE FOLLOWED WITH PRIMER COAT ON THE SAME DAY. 14. PAINT MUST BE APPLIED AT SURFACE AND AMBIENT TEMPERATURES BETWEEN 50 DEGREES AND 12D DEGREES FAHRENHEIT. NO PAINTING SHALL BE DONE ABOVE 607E RELATIVE HUMIDITY. THE AMBIENT TEMPERATURE BEFORE THE START OF COATING APPLICATION MUST BE AT LEAST 5 DEGREES FAHRENHEIT ABOVE THE DEW POINT AS DETERMINE BY CONVENTIONAL ACCEPTED STANDARDS. 15. PAINT SHALL BE APPLIED USING A NATURAL BRISTLE BRUSH FOR A SMOOTH BRUSH FINISH. 16. PAINT SHALL BE FEATHERED OUT AT TIE-IN AREAS OF EXISTING COATING. PAINT SHALL BE WORKED IN AND AROUND IRREGULARITIES IN THE SURFACE. STUD WELDING SPECIFICATIONS SPECIE0110 FOR STUD WELDING TO EXISTING WATER TANKS GENERAL 1. WELDING STUDS SHALL BE FLANGED THREADED LOW CARBON COPPER COATED STEEL STUDS, GRADE 101D THROUGH 1020. CONFORMING TO ASTM A-106 'STEEL BARS. CARBON, COLD FINISHED. STANDARD QUALITY.' ALL STUDS SHALL BE 1/4' DIAMETER X 2" LONG, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 2. STUDS MUST BE WELDED BY THE CAPACITOR DISCHARGE METHOD. NELSON NCD 100 SYSTEM. AS MANUFACTURED AND MARKETED BY TRW NELSON STUD WELDING OMSION. ELYRIA, OHIO (800) 635-9353 OR (216) 329-0400 OR APPROVED EQUAL FILLET WELDS ARE NOT ACCEPTABLE 3. CONTRACTOR SHALL RECEIVE IN WRITING THE OWNERS REQUIREMENTS FOR TANK INSPECTIONS PRIOR TO COMMENCING WITH THE WORK ON THE TANK. UPON THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WRITTEN RELEASE FROM THE OWNER STATING THAT ALL WORK DONE WAS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE OWNERS WRITTEN REQUIREMENTS AND RELEASES ALL LAABIUTY TO THE CONTRACTOR, THE ENGINEER, AND THE STUD MANUFACTURER. 4. CONTRACTOR SHALL. COMPLY WITH AWS 01.1 AND AWS C5.4 FOR PROCEDURES. APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS 'STANDARD QUAL.IncATK)N PROCEDURES.' CONTRACTOR SHALL ADHERE TO AWS RECOMMENDED "SAFE PRACTICES FOR WELDING.' 5. WELDING PARAMETERS, MACHINE POWER AND DWELL TIME SHALL BE QUALIFIED FOR THE WELDING POSITION, MATERIAL THICKNESS AND STUD SIZE TO BE USED, IF CHANGES IN THE SET-UP OCCUR AS DEFINED IN AWS D1.1, THE PROCEDURE MUST BE REGUALIFIED. S. CONTRACTOR SHALL SUBMIT CERTIFICATION OF WELDERS FOR STUD WELDING TO THE ENGINEER PRIOR TO COMMENCEMENT OF THE WORK. 7. CLEANING PROCEDURES SHALL BE VERIFIED AS MEETING THE MINIMUM REQUIREMENTS PER THE AWS WELDING HANDBOOK, VOLUME 2, 'QUALITY CONTROL AND INSPECTION' FOR STUD WELDING. IF THE EXISTING COATING SYSTEM CONTAINS LEAD OR OTHER POTENTIALLY HAZARDOUS MATERIALS, SPECIAL PROCEDURES FOR REMOVAL AND DISPOSAL WILL BE REQUIRED. S. PREPARE SURFACE TO BE WELDED BY SPOT REMOVING PAINT TO BARE METAL USING POWER BRUSHING IN ACCORDANCE WITH SSPC-SP11, (STEEL STRUCTURES PAINTING COUNCIL, SSPC-VIS 1-671). USE A 3M STRIP-N-CLEAN FLEXIBLE WHEEL OR APPROVED EQUAL A WIRE WHEEL IS NOT ACCEPTABLE. 9. FOLLOW POWER TOOL CLEANING WITH A NON-FLAMMABLE SOLVENT CLEANING TO REMOVE ANY OILS, CONTAMINANTS, RUST OR DIRT PRIOR TO STUD WELDING. (SSPC-SPI BY STEEL STRUCTURES PAINTING COUNCIL, SSPC-VIS 1-071) STUD QUALIFICATION TESTING AND SAMPLING. 10. THE QUAI.IFICATIO N OF STUD APPLICATION AND PRE -PRODUCTION TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 7 'STUD WELDING' OF AWS DI.I. INITIAL QUALIFICATION TESTING SHALL BE PERFORMED UNDER INSPECTION BY THE ENGINEER. I I. BEFORE PRODUCTION, AT THE START OF EVERY SHIFT AND FOR EACH PARTICULAR SETUP. TESTING SMALL BE PERFORMED ON THE FIRST TWO STUDS THAT ARE WELDED. TESTING MAY BE PERFORMED ON A MATERIAL SIMILAR TO THE PRODUCTION MEMBER IN THICKNESS AND PROPERTIES. TESTING SHALL INCLUDE A VISUAL EXAMINATION OF THE STUD WELD FOR A FULL 360-DEGREE FLASH. IN ADDITION, THE TEST SHALL INCLUDE TORQUE TESTING THE STUDS IN ACCORDANCE WITH THE FOLLOWING CRITERIA: STUD DIAMETER (IN) TESTING TORQUE 1/4-20 UNC (FT -LB) 3.5 IF FAILURE OCCURS, THE PROCEDURE SHALL BE CORRECTED AND TWO MORE STUDS SHALL BE WELDED AND TESTED. 12. ALL PAINTED SURFACES AFFECTED BY WELDING OPERATIONS SHALL BE REPAINTED TO MATCH ADJACENT EXISTING SURFACES. PAINTING SHALL INCLUDE COATING OF THE STUDS. 13. PRIOR TO REPAINTING. SURFACES SHALL BE SOLVENT CLEANED TO REMOVE ANY OILS, CONTAMINANTS, RUST OR DIRT PRIOR TO REPAINT. (SSPC-SPT BY STEEL STRUCTURES PAINT COUNCIL. SSPCDVIS 1-671). 14. EXTERIOR STEEL SHALL BE PAINTED WITH I COAT EPDXY PRIMER (DFT-5-7 MIL) AND 2 COATS POLYURETHANE FINISH (OFT-4-6 MIL) WITH COLOR TO MATCH EXISTING SURFACE. PAINT SHALL BE AS MANUFACTURED BY SHERWIN WILLIAMS, CLEVELAND, OHIO, 1-800-321-8194 OR EQUAL COATING TO MATCH EXISTING. CONTRACTOR SHALL VERIFY OWNER'S PAINT REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. 15. CONTRACTOR TO VERIFY COATING SYSTEMS ARE COMPATIBLE WITH THE EXISTING SYSTEMS BY ADHESION TESTING PER ASTM D3359 'MEASURING ADHESION BY TAPE TEST.' 16. CONTRACTOR TO VERIFY THAT CANS OF THE PRODUCT ARE NOT BEYOND MANUFACTURER RECOMMENDED SHELF LIFE. ASSURE THOROUGH MIXING OF PREMEASURED TWO COMPONENT COATING SYSTEMS. 17. SURFACE CLEANING SHALL BE FOLLOWED WITH PRIMER COAT ON THE SAME DAY, TEL PAINT MUST BE APPLIED AT SURFACE AND AMBIENT TEMPERATURES BETWEEN 50 DEGREES TO 120 DEGREES FAHRENHEIT. NO PAINTING SHALL BE DONE ABOVE 80 S RELATIVE HUMIDITY. THE AMBIENT TEMPERATURE BEFORE THE START OF COATING APPLICATION MUST BE AT LEAST 5 DEGREES FAHRENHEIT ABOVE THE DEW POINT AS DETERMINED BY CONVENTIONAL ACCEPTED STANDARDS. 19. PAINT SHALL BE APPLIED USING A NATURAL BRISTLE BRUSH FOR A SMOOTH BRUSH FINISH. 20.PAINT SHALL BE FEATHERED OUT AT TIE-IN AREAS OF EXISTING COATING. PAINT SMALL EIE WORKED IN AND AROUND IRREGULARITIES IN THE SURFACE SZUCTURAL STEEL NOTES PREPARED BY STRUCTURAL STEEL FRAMING - MasTec 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS. v AND EXISTING CONDITIONS PRIOR TO FABRICATION. Network Solutions 2. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER CITED HEREIN: AWS: AMERICAN WELDING SOCIETY INC., 550 NW LEJEUNE RD. MIAMI FL 33126 USA AS PUBLISHED IN "STANDARD D1.1, APPLICANT STRUCTURAL WELDING CODE', 2004 OR LATER EDITION. AISC 13TH EOTfK)N: AMERICAN INSTITUTE FOR STEEL CONSTRUCTION. AS PUBLISHED IN CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES': 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR ��'�O�`Y' BUILDINGS' J. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: oaIC11ELM5FORDSTREET TOWER 7. FLOOR 5 W-SHAPE ASTM A992, GRADE 50 Lou ELL, %Vk DI65I OTHER STEEL ASTM A36. U.N.O. STRUCTURAL TUBE ASTM A500, GRADE B, Fy-46 kal STRUCTURAL PIPE ASTM A53. GRADE B HIGH STRENGTH BOLTS ASTM A325 TYPE X U.N.O. WELDING AWS ASA E70XX ELECTRODES 4. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL FOR BOLTING OR WELDING.{ wNP[h 5. FIELD CUTTING OR ANY MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER FOR EACH SPECIFIC CASE. mare Digitally s ryan S. WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) DIA MacLaren 'STRUCTURAL WELDING CODE' USING E70XX ELECTRODES. Date:2024.01.09 16:46:10 05'00' 7. WELD SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE, EXCEPT THAT FILLET WELD SHALL BE A MINIMUM OF 3/16'. e. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING OR STABILIZING ELEMENTS HAVE BEEN INSTALLED. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE THIS DOL'IIRIENT B DIE DEEICN PROPERLY MID of VA= Mo RR THE DEUtWE US BY THE TIRE ULIG 1DR. DUPTIM OR USE WAIF IM THE EI S.. WRRIM ODISOAT OF THE OIFATOR is MRICILY PRppAIIED. CAPACITY OF ALL BUILDING COMPONENTS. DESIGN OF ALL TEMPORARY ERECTION BRACING IS BY THE ERECTION CONTREACTOR AND IS NOT INCLUDED HEREIN. 9. ALL STRUCTURAL STEEL INCLUDING PLATES. ANGLES AND CONNECTION SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTMPMKW A123 AND A153. ORN1Al10� MITE FOR 2aS36" SIZE MOO ONLY ALL OTHER PANTED sus ARE DEEym'p M SCMr 10. ALL A325 BOLTS, NUTS, AND WASHERS TO BE GALVANIZED IN ACCORDANCE WITH ASTM A153, A384, AND A563, SUBMITTALS REc DArE DESCRIPTION 11. CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC, THEY ARE INTENDED TO DEFINE THE SPACIAL O Iz/ae/12 FOR �� M RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF MAKING THE CONNECTION. ANY CONNECTION THAT IS NOT 1 03/17/23 RBv1SFD PER ODMLENIs AA SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY AN ENGINEER. REGISTERED IN THE 2 01/1I/23 REARED PER DOMMM MA 3 01/bA/24 WMW PER ODMMMM AA STATE WHERE CONSTRUCTION OCCURS, AND RETAINED BY THE FABRICATION. WHERE PARTIAL INFORMATION IS GIVEN, IT SHALL BE THE MINIMUM REQUIREMENT FOR THE CONNECTION. BOLTED CONNECTIONS SHALL BE AS FOLLOWS: A MINIMUM BOLT DIAMETER m 3/4' U.N.O. B. MINIMUM NUMBER OF BOLTS - 2 (PER SIDE OF CONNECTION) C. EXCEPT WHERE SHOWN, ALL BEAM TO BEAM AND BEAM TO S;ITEINF4) COLUMN CONNECTIONS TO BE DOUBLE ANGLE BEARING TYPE CONNECTIONS WITH HIGH STRENGTH BOLTS (THREADS EXCLUDED stjF�,4.w FROM THE SHEAR PLANE) AND HARDENED WASHERS. Y D. PROVIDE MINIMUM NUMBER OF BOLT ROWS AS FOLLOWS: W8, W10 - 2 ROWS LOCATION con[ W12 - 3 ROWS 236354 W14, WIS. WIS - 4 ROWS W21, W24 - 6 ROWS sIrEADDRESS- 12. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHOULD BE MADE AVAILABLE FOR ENGINEER'S AND/OR OFF OLD HYANNIS ROAD YARMOUTH, MA 02575-1748 0104WiABLE OOUFITY WIRELESS CARRIER'S REVIEW IF REQUESTED. 13. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC PROCESS SHALL CONFORM TO ASTM A-233. E70 SERIES BARE ELECTRODES SHkETT9TL1­: AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. gTIJD WiLDWIGg 14, INSPECTION AND TESTING OF WELDING: FIELD WELDING SHALL BE MASTEC PRO). NO: V11150P SHEETNUMBER: DONE UNDER INSPECTION IN ACCORDANCE WITH THE AWS D1.T. REQUIREMENTS. VISUAL INSPECTION IS ACCEPTABLE WHEN FILLET SIZES ARE NOT SHOWN. {UE(kfil)eI A UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL [� AND PAINT. COAT ANY FIELD CUTS, WELDS OR GALVANIZATION BM _� BREAKS WITH ZRC COLD GALVANIZING COMPOUND OR EQUAL i\J CHECKED BY DATE- PRIOR TO ASSEMBLY. 01/09/24 PREPARED BY: 3• MAM RISER LOAD CENTER RATED 200A. 240V MkX. 14/3N. NF1W 3R ENCLOSURE (2)j12. 4 HOUR MANUALLY OPERATED TIMER WON WE'/17 M PROOF COVER pap"ED ON POWER CABINET CAILLOCK OEIIERATOR RECEPTACLE - CABINEihrlE COWw CABINET CABINET r DOND f FROM W" CABINETTO LC CAN" CONDWORS WITH - Liam Aaffm 3-3/0 . 1 /4 EOC. ra FOR GEN.' STANDBY POWER. (SEE NOTE V C MR HEA10 ! BATH CHARIM CONDUCTINIM FROM I 20M am RIM TMW AII�IERATTxR EM LC aeI W/WALIm FUEL TANK L "Y ROS FROM EQUIP. CABINET TO ALARM BLOC AT TELCO CABINET K I* ROB FROM LC TO ALARM BLOCK AT TELCO CABINET 1' Rm PROVIDE (1) LN1PLDf Sl7lVICE OUTLET AT TELOO W MED FROM TLC. PROVIDE 20A I CS AT LC. U/P 4 n POWER RISER DIAGRAM I SCALE: N.T.S. A fimmmum AMPERE A.I.C. AVAILABLE INTERRUPTING CURRENT A.T.S. AUTOMATIC TRANSFER SWITCH C CONDUIT RCS. RIGID GALVANIZED STEEL GND. GROUND KWH KILOWATT HOUR • PHASE P POLE PVC POLYWOOD CHLORIDE WA AVAILABLE SHORT CIRCUIT CURRENT TBCW TINNED BARE COPPER MARE 7HHN THERMOPLASTIC HIGH HEAT RESISTANT NYLON -COATED THWN THERMOPLASTIC HEAT & WATER RESISTANT NYLON -COATED TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED W WIRE IUC INTEGRATED LOAD CENTER U/P 3 AJE OR Eaft 'o oLN�iD � OROIAmDr6) U/P 1 40 PVC r RMC. POWER RISER 7OR TO SUPPLY PLACARD TITLED WlELEW AT METER SOCKET WITH PROPOSED SINIM R A9_ 2401f. 2DOk 2P CIRCIX BREAKER DMOON E7T. COORDINATE INSTkLLATION OF THE METER WITH THE URUTY. sm 1. ALL POWER ROUTING SHALL BE COORDINATED WITH THE VERIZON WRELESS CONSTRUCTION MANAGER AND THE SITE OWNER OR REPRESENTATIVE, ANY DISRUPTION OF ELECTRICAL SERVICE MUST BE APPROVED AND COORDINATED WITH THE SITE REPRESMATIVE AND THE VERIZON WIRELESS CONSTRUCTION MANAGER. 2. IF NECESSARY. ADJUST SIZE OF GE NSET CONDUCTORS TO COMPLY WITH NEC 445.13A: OONDUCTORS FROM THE GENSET OUTPUT TERMINALS TO FIRST OCP SHALL NOT BE LESS THAN II3X OF NAME PLATE CURRENT RATING. GENERATOR CONDUCTORS SHALL HAVE A THHN INSULATING EATING AND WILL BE PROTECTED BY AN OCP DEVICE AS REQUIRED BY NEC 240.4. 3. ELECTRICAL CONTRACTOR SHALL PLACE IN ACCORDANCE WITH THE NEC THE FOLLOWING SIGNS AT THIS EQUIPMENT: SIGN A7 PPC: "WARNING SHOCK HAZARD EJDSTS IF GROUNDING ELECTRODE CONDUCTOR OR BONDING JUMPER CONNECTION IN THE EOUIPME3IT IS REMOVED WHILE ALTERNATE SOURCES) IS ENERGIZED.- -WARNING A 5MkW. 240V SINGLE PHASE STANDBY GENERATOR WITH AN AUTOMATIC TRANSFER SWITCH PROVIDES STAND BY POWER TO THE VERIZON WIRELESS EQUIPMENT." :•MasTec Network Solutions APPUCANT. veflzzon✓ CELLCO PARTNERSHIP d/h/a VERIZON WIRE]i55 51 ALDER STREET MEDWAY. IAA 02053 �110 SIPM I!l ml. 11►wn Micha signed by IR,Shader Shader Date:2025.08.20 1521.58 -04'00 ONOW sags Ala tin FOR 24%W sas P7aatD MWM Dar. ALL OM IN= 20S AM Dmim 'm 70 amw. SUOYAMALS LEV DATE DESCRIPTION BY 0 12/00/22 FOR IEUE7 M 1 W17/23 RLVMM PM 001M11n µ 2 00/11/23 IeASID PER 0011k9XM µ 3 01/0/24 111M D P0t 0MUD R M 4 OO/2D/26 f1EVDFO PU1 0110i]aS ff 0 vum A001D BOl1A1t02 SITE 2420. SITE NAMB: YARYOUTHr —MA LOCATION COD& 2363H SITE ADDRESS: OFF OLD HYMNS PAM YARMOUK MA BITABLE �Y1766 SIffiBT TITLE: ELECTFACAL We At RISER DLAITRAM PO6EiR MASTEC FM. NO: I M11T NUMBER: VZ11509 " BY MS I E-1 CHBCFBDBYDATE: 07/09/25 PREPARED BY: LEGIM NOTES e 3/4' X 10' COPPERCLAD GROUND ROD SPACED 1. ALL ENDS OF CONDUIT SHALL BE SEALED WITH A ■; M a s T e c AT 10' MINN.. CADWELD CONNECTION TO � INSTALLED. ANT AFTER WIRES AND CABLF,S ARE 'ALL EQUIPMENT GROUND Network Solutions R VERTICAL CADWELD MOLD 2 GROUNDS, EXTERIOR GROUNND BAR. TO BE 02 ICADWELD TINNED SDUD TO GROUND RING. / C CONNECTION 3. IF EXISTING GROUND RING IS ACCIDENTALLY MECHANICAL BROKEN DURING CONSTRUCTION IT SHALL BE O CONNECTION RECONNECTED VIA CADWELD. APPLICANT: / INSPECTION WELL SEE DETAIL DWG 4. ALL GROUND BARS TO BE GALVANIZED. U.N.O. ■ / 3/� le 10' OOPPl3TI GROUND OZ sEcroR L) TO COPPER GROUND WIRE ROUTED +����0� / RODS SPACm AT f0'�' O.C. (TOTu � 3) TO EACH SECTOR ECB (TOTAL OF 3) / M7t1 COMMOTION 70 GROUND�I E TOP MGB / (YOTOU OF 3) I CABLE GROUND KIT AT / _ VERTICAL 31RANSI ION CE ZPARTNERSHIPP d/b/a / #20 (TOTAL 51 ALDER STREET / MEDWAY, MA 02053 / OONNWr VERIZON WIRELESS' NEON J ANTENNA MOU i JUMP ICE BRIDGE SECTIONS. / GROUND RNG AT (2) LOCAT0NS R, UTIUZEGS 02 GREEN N BOTH SIDES N A SS TD F1Y IN F aROlA1pIN0 i BOLT CONNECTIONS (TYPICAL) LE VACTRODE VERIFY M F7k1D �� BOND POSTS TO ICE a�o___ _ 02 COPPER GROUND WIRE FROM BRIDGE SECTIONS. ---- TOP MOD TO BOTTOM CB UTILIZE /2 GREEN THNN --- ______ ��. :. NYPRESS LUGS ON BOTH ODOM41L ` p SIDES W/ DOUBLE BOLT y i RRBROUP BOX CONNECTIONS. (TYPCAL) NLWN ------ +2 FROM HYBRID CABLE WATER TANK signed by -------------------��--_ , : CND. KIT TO MIR FRAME BONG K� BRIDGE sECT10N5 MICha elRsneder tYP. \ ' PTO EQUIP. GND. BARS TO BUS BAR, UMM J2 Shader �Date:2025.08.20 GREEN \�\ ♦ `\♦ \\ TYP. GI f2 FROMRRH ND BAR GROUND KIT ON BOTH S�DESNYPRE55 l Is1r.1s aroa W/ DOUBLE 1 T ST 1 D- NOVMEO RE BOLT CONNECTIONS. (TYPICAL) TOWER GROUND BAR K BRIDGE BARE 90LD HYBRID CABLE d WIRE MP. 30■- 3B■ DEEP rALvmIZED BUS 9N2 is 0 SSOOUD EQUIPMENT CABINET GROUND GROLDUND W P (2 PIER CABINET. FASTENED TO CONCRETE PAD. MASER SAP,GROUNDW(z2#2 BARE SOLID TINNED COPCANOPY POST GROUND, 42 BARE SSLEEVE IN OLID TINNED COPPER ® (OUR U184 BELOW GRADE ALL GROUNPVC D LENS COIN% BELOW CRADE NEED SLEEVES. O INTERIOR TELCO CABINET EGB, #2 BLARE SOLID TINNED COPPER GROUND WIRE ® WIN DISCONNECT SWITCH GROUND /2 BARE TINNED COPPER GROUND WARE © M SOLID. TINNED BARE COPPER WIRE GROUND LEAD TO UTIUTY k—FRAME SUPPORT POST SROU GND ENTRANCE GROUND TO DEDICATEDROD GROUNDING PLAN GROUND WELL aim" ROD STAND—OFF INSULATORS GROUND BAR TO- E)oSTLNG STEEL PP09M AT TANK FACADE CONDUIT /2 RARE SOLID TINNED COPPER GROUND WIRE HI'!]E; ALL BELOW GRADE GROUNDS TO BE SEALED W/ SEALTIGHT TO 18' BELOW GRADE (TYPICAL). FILL OPENINGS W/ CLEAR SILICONE CAULKIN . KIT (IYP.) GROUND KIT ICE BRIDGE MASTER GROUND BAR POST (TYP.) AS PER VZW (2)—/2 BARE SOLID TINNED COPPER STANDARDS GROUND WIRE IN 1' DVL PVC SCH, ND 40 CONDUIT (lYPJ. RADE. CAD CONDUIT B' BELOW GE. BAR GROUND MARE TO BUS BAR. /2 BARE SOLID TINNED COPPER GROUND WIRE TOP OF CRUSHED STONE USE VSC—IT—VSC SLEEVE IN 1' PVC SCH. 40 VERTICAL CONDUIT. 18' BELOW GRADE CADWELD MOLD ALL GROUND LEADS GOING BUM GRADE NEED SLEEVE! I2 BARE SOLID FINNED COPPER GROUND WIRE NOTES: 1. CONTRACTOR SHALL ADD ADDITIONAL GROUND RODS & CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO ACHIEVE LESS THAN 5 OHMS RESISTANCE TO GROUND. 2. MAIMMUM VEITIWAL/HORIZONTAL DISTANCE BETWEEN CABLE GROUNDING KITS SFWl NOT EXCEED 150 FEET. INSTALL ADDITIONAL KITS AS REQUIRED BY FIELD CONDITIONS. 3. GROUND ALL EQUIPMENT AT ANTENNAS AS REQUIRED BY MANUFACTURER. 4. ALL BELOW GRADE GROUNDS TO BE SEALED W/ SEALTIGHT TD 115' BELOW GRADE (TYPICAL). FILL OPENINGS W/ CLEAR SILICONE CAULKING. 2 GROUNDING RISER DIAGRAM StIJY.E: N.T.S. DE DEM PIIX9W AM ORON SCALES AIM NEIOEB FOR 24%W = Pmm MEDP Ow ALL OVER PR m I= APE OMM 'W to leer. SUBMfLTALS UrV DATE DBSCRWnON BY 6 12/05/22 Fm IEtlE7P M 1 OS/17/23 R@= FR 0ME11N AA 2 OIVII123 IA2d= PER ONSOn AA 3 O1/0Y/v4 mromE:*Ad 4 08/2/2 FfiN ® 0OW/A AD SITB MBO: SITE NAME: YARMOUTH-A MA LOCAITON ODDS: 236354 SIZE ADDRESS: OFF OLD HVANNIB ROAD YARD C 17Ti8 GARMW SHEET TITLE: OILOU)CM DUALS a NOTES MASTBC "". NO: I SHEET NUMBER: VZ1150a C}0TCX13DBY. MS S I E-2 C10.'CKIiD BY OAT& D7/09/z5