0 CAIN ROAD ENG FINAL AFFID.SPRINT TOWER 500 North Broadway
ADVANCED East Providence, RI 02914
Phone: (401)354-2403
ENGINEERING GROUP, P.C.
January 22, 2020
Thomas St. Pierre
Director
Salem City Hall, Inspectional Services Department
93 Washington St.
Salem, MA 01970
RE: Engineer's Final Affidavit
2 Cain Road
Salem, MA 01970
Sprint Site#: BS52XC102
Dear Mr. St. Pierre:
In accordance with Section 107.6 of the Massachusetts State Building Code, this office has inspected the
completed Sprint equipment installation at the above-referenced location. The purpose of the final inspection was
to establish compliance of the completed project with the approved design plans entitled "DO MACRO MIMO" Site
No: BS52XC102 Rev.4: Dated 10/31/19, by Advanced Engineering Group, PC, and applicable provisions of the
Massachusetts State Building Code.
It should be noted that this final inspection was limited to the installation of proposed Sprint equipment only. It is
my opinion that any minor deviations from the design plans do not endanger the intended function of the facility or
the safety of the public. This letter is not intended to relieve any party responsible for building construction from
meeting the requirements imposed by contract or other means, including commonly accepted industry practices.
Therefore, based on the final inspection performed, I, Scott N. Adams, licensed professional engineer number
46006, hereby certify that to the best of my knowledge, information and belief, the work has been done in
accordance with the approved plans and the provisions of the Massachusetts State Building Code.
Very truly yours
(rTM OF
Atwis:47\
No.40006 "�
Scott N. Adams, P.E. `
Advanced Engineering Group. P.C. &j TONAL .�j
•
AS BUILT APPROVED Sprint•
AERUS SOLUTIONS1 PROVIDER CORP PROJECT: DO MACRO MIMO�
1/03/2020 a red,N NWD Ee a:26 Em,AAW YJ,7Wao '''''SRNAnowi 43 95TE eoD
Steven Phinney x Te MAHWAH,NJ 07495
8/'•+dAZApuw (201)6B4-woo
SITE NAME: SALEM E�ADVANCED
\ ENGINEERING GROUP.P.C.
rnt fr
i r.,,.v.Ne�u.nan
SITE CASCADE: BS52XC102
MARKET: BOSTON Network Solutions
TRIM
TOWER RESOURCE IMMACEMEN-
16 CHESTNUT STREET
FORBOROUGH,MA 02035
SITE ADDRESS: 2 CAIN ROAD
AKA 488 REAR HIGHLAND AVE 424\
SITE TYPE: LATTICE TOWER
SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX
I ALL PRO:EC'I:
PROPERTY OYMER: SPRINT EQUIPMENT MOOnGTgNS REWIRED TO SUPPORT MOOERMIA1gN OF AN SHEET NO: SHEET TITLE REV CHK BY
` EX SLING WIRELESS COMMUNICATIONS FACILITY AND UITUZATON OF FCC BROADBAND I DRAWN BY. JWH
CAMP LION OF LYNN MASS INC. SPECTRUM LICENSE FOR 2500-1900-B00 MHz FREQUENCY.INCLUDING T-1 TITLE SHEET 4 SNA JWH
c/o VONZON 'NSTALLAnON OF:
PO BOX 21074
ChECFED 13, DA I
TULSA OK 74121 GROUND-LEVEL RAN EQUPMENT.CONSISTING OF SP-1 OUTLINE SPECIFICATIONS 4 SNA NH
• INSTALL(1)E-CAB(EQUIPMENT CABINET) SP-2 OUTLINE SPELF1GgIONS 4 SNA AN
TOWER OWNER: ' • INSTALL(I)B-CAB CABINET
CABINET) SP-3 OUTLINE SPECIFICATIONS 4 SNA JWH SI�RMITTALS
• INSTALL(I)PPC CABINET TELCO CABINET In I GGIL elSOLV 1
ALQBGN TOWER CORP •�' , A-1 COMPOUND AND EQUIPMENT HAM ox/Ie/le 6500 FOR IEMtW _
116 HUNTNGTON AVE
11TH FLOOR SITE TOWER-TOP EOUPMENT.INCLUDING INSTALLATION OF: A-2 ELEVATION AND ANTENNA PUN 4 SNA JM'I Il/If/IA WOW
BOSTON MA 02116
• (6)PANEL ANTENNAS A-3 EQUIPMENT DETAILS!WIRING DIACRAY 4 SMA AN II/m/le IlrvnTm WORM
Ia/06/MWa6 I
LATITUDE(NAD83): • (9)REMOTE RADIO HEADS(RRH) /31/1I MOWS
• (3)HYBRID CABLE(AND ASSOCIATED FIBER,DC POWER,COAXIAL CABLE
MOM F EARTH 2-C CONFIRMATION S-1 STRUCTURAL DETAlS 4 SNA JWH
•
JUMPERS AND ANTENNA REMOTE ELECTRCL-hT(RET)LIRE
42'29'35.25-N S-2 STRUCTURALDETAlS 4 OM AVM
.
E-1 ONE LANE 6IAGRAI a:COALS 4 SNA JWH
LONGITUDE(NA0833 SPECIAL TOTING NOTE' E-2 GROUNDING DEWS AND NOTES 4 DM JWH
GOODIE EARTH 2-C CONFIRMATION . BASED ON INFORMATION PROVIDE BY SPRINT REGULATOR(COMPLIANCE ..
-70.56'17.9'W PROFESSIONALSAND LEGAL COUNSEL,THIS TELECOMMUNICATIONS EQUIPMENT '
DEPLOYMENT IS CONSDERED AND Firm F FACILITY UNDER THE TAX RELIEF ACT
COUNTY: OF 2012.47 USC 1,55(A),AND IS SUBJECT TO AN EXPEDITED EII.I F FlCILITR REQUEST/REVIEW AND ZONING PRE-EMPION FOR LOCAL DISCRETIONARY PERMITS na DOCLIIIRO
m6PmMW¢o a
ESSEX COUNTY p.(VARIANCE,SPECIAL PERMIT,SITE PLAN REVIEW.ADMINISTRATIVE REVEW). PROW.9014.Am eUflxW600 a USE
.mu,EXPRESS ORR.COWRY IS
ZONING JURISDICTION: LOCATION MAP GOGGLE EARTH 2-C CONFIRMATION GENERAL NOTES APPROVALS BY 00.no1R'xm MRORi0E
C'TY OF SALEM
m1lNlcnlc DOR
.WW YewMxZO REGULATORY MO
I. TINS IS AN UNMANNED TELECOMMUNICATION FACILITY A MTm6P R nAclne IS SUMO,
ZONING DISTRICT: AND NOT FOR HUWN WBRATION: THE FOLLOMNG PARTIES HEREBY APPROVE AND ACCEPTTNESE DOCUMENTS AND .N1NCI'
BPD: BUSINESS PARK DEVELOPMENT -ILA COMPLIANCE REQUIRED.PEO . AUTHORIZETHE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED
-POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING
N.Op, -NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES DEPARTMENT AND MAY IMPOSE CHANCES OR MODIFICATIONS. B5521C102
POWER COMPANY: I SITE 2,. REQUIRED.
N STAR V
2. CONTRACTOR SHALL VERIFY ALL PLANS,DEISTIC SALEM
OMENSIDNS,AD CONDIIgNS ON JOB SCE.CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN
MV PROVIDER: I MMING OF ANY DISCREPANCIES STORE PROCEEDWI,WTI SpyryT, DATE 2 CAIN ROAD
VERIZON THE WORK.FAILURE TO NOWT THE ARCHITECT/ENCNEER SALEM,MA 03885
PUCE THE RESPONSIBILITY ON THE CONTRACTOR TO ESSEX COUNTY
SPRINT CONSTRUCTION MANAGER: CORRECT ECT THE DISCREPANCIES AT THE CONTRACTOR'S CONSTRUC
DLL MARTIN , EXPENSE MANAGER DAM PHONE:774-232-3206 ( 3. NEW CONSTRUCTOR WILL CONFORM TO ALL APPLICABLE TANAGER
1,
WRLNM.MARIINOSPRNT.COM MASSACHUSETTS STATECODES AND BU6DNG CODE 780 CUR 9TH EDITION LEASING,
RA/OA-222-G STRUCTURAL STANDARDS FOR ANTENNA SIDE AC0UISmCII DATE: TITLE SHEET
EQUIPMENT SUPPLIER: SUPPORTING STRUCTURES AND ANTENNAS.
2014 NATIONAL ELECTRICAL CODE
ALCATEL-LUCENT A,�Y'Y_H'----- ^� N1PA 780 2014 '
600 MOUNTAIN AVENUE O 1�Y ani) AIIERICAN CONCRETE INSTITUTE(ACQ 318:BUILDING CODE RE ENGINEER' DAM sm.Aere
MURRAY IEJ..NI 07974 ! AMERICAN CONSTRUCTION.
OF STEEL CONSTRUCTOR(NSC)MAIUL '"Z.VP i --.. -
0, CONS STEEL TRUU CTION.AST.NINTH EDITION; T_1
Know here elyoo DI
TOTNERLANDL R4 I
Call before you dig TOYhR ON ER: DATE
....c,Yawm
THES AS BUILT -H THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND SECTION 01 300-CELL SITE CONSTRUCTION Sprint-4
THE 10 BE PERFORMED BY THE CONTRACTOR. Pun 1-CERVIX
SECTIS AERUS SOLUTIONS PROVIDER CORP I
I
mum,,THESE STROM EONSiRUI TOM SPEER..N5 IN CdWNCTON OATH THE OTTER CONTRACT DaUENT5 1 INTERNATIONAL BLW,SURE 800
1/D3/2D20 1.11 )/TILIEES Y&DGES: WHERE NECESSARY TO CUT EXISTING PIPES.ELECTRICAL WIRES,CONDUITS.CABLES, AND DE CONSTRUCTIOD.A.TRUCTID.A.DESCRIBE THE wow TO BE PEREORIED BE TIE CONTRACTOR. MA .,NJ 07495
PARE 1 Steven Phinney ETC..OF WITTY SERVICES.OR OF FIRE PROTECTION OR COMMUNICATIONS SYSTEMS.THEY SHALL BE CUT (201)684-4000
1.1 TAE ONJUNCTION WITH THE SPRINT MC CAPPED AT SUITABLE PLACES OR WHERE SHOWN. ALL SUCH ATKA.SHALL BE COORDINATED WITH t] RELINED WOIMFNTS
CIO BXMW dhinly w NO THE CONSTRUCTION DRAWINGS THE UTILITY COMPANY INVOLVED:
DES
1.12 PERMITS/FEES; MIEN REWIRED THAT A PERMIT OR CONNECTION FEE BE PAD TO A PUBUC UTILITY A TIE REW R Of THIS SECTION SPRY TO ILL SECTORS IN THIS SPECIFICATION.
RVIL 1.2 RELATED DOCUMF/RS- PRONOER FOR NEW SEE TO THE CONSTRUCTION PROJECT,PAYMENT OFSUCH FEE SHALL BE 111E B SPRM'STANDARD CONSTRLEDOM MEWS FOR WIRELESS STIES ARE NOUDCD IN AND MADE A PART OF THESE
RESPONSIBILITY OF THE CONTRACTOR. SPECSIGTXJNS HEREWITH. - DVANCED
A THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. ENGINEERING GROUP,P.C.
B. SPRINT STANDARD 1.13 CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR PROTECTING EXISTING is NDTICE to PROCEED'
CONSTRUCTION DETAILS FOR WIRELESS SPIES' E INCLUDED IN AND MADE A PART OF EQU
IPMENT AID PROPERTY. A NO WORK STYLE COMMENCE PROM 10 COMPANY'S WRITTEN NOTICE TO PROCEED TAD THE 551YNCE O TOE
THESE SPECIFICATIONS HEREWITH. CODER r.T=gio...
T.TA MDIODS OF PROCEDURE(MOPS)FOR CONSTRUCTION CONTRACTOR SHALL PERFORM WORK AS DESCRIBWNam
1.3 PRECEYFMC1 SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICAM/NS FOR IN THE FOLLOWING INSTALUTON AND COMMISSIONING MOPS. e. UPON RECEIVING NOWC TO PROCEED.CONTRACTOR SIHILL FULLY RRION AL WORK KOSSARY i0 PRMIW r µ1f°`w
WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE UPO ECET AN WEE OAL WIRELESSFACILITY
CONSTRUCTIONCOST DRAWINGS.TIONM CER FTTHI ON THE CONSTRUCTION DRAWINGS SHALL TIRE PRECEDENCE. NOTIFY A TOP HAT PART 2-PRODUCTS(NOT USED) ®TRH
SPRIER CONSTRUCTION MANGER IF THIS OCCURS. B. HOW TOB INSTAUUNIT IA NEW cANNET UN
1.A ARTERIALLY RECOGNIZED CODES AND STRDARDS: C BASE BAND UNIT IN EXISTING BID PM 3-EXECUTION
D. NSTALAIKN Of BATTERIES 31 EIINCOYORA RF Toy FIR MICNR:
A. THE N.INCSHALL COMPLYTH COIF. E B NATIONAL WAITED
LOCAL.CODES AND STANDARDS, LATEST E. NSTALUTKN O MN'S I;ABLL TOWER N MkSLIINHNMS
EDITION, PORTIONS THEREOF.INCLUDED BUT NOT LIYRED TO THE FOLLOWING, F. NSULLATION O RRN'S A THE AONILTLY DIxmlaO E N5 PARAGRAPH ACTR REPRESENT MNYW ACTIONS AND.MD CONTRACTOR
REWIRED TO
G. CARING TAKE ANY
N CALL AC THE AS N ES RY TO S DESCRIBED ARE NOT FJNADSE O MD COAL OF A SHALL TOWER RESOURCETNU MANAGEMENT
H. i$-02W REV a-AMNW lMf ACCERMCE SEAWARDS TAKE ANY AND ALL ATCfS AS NECFSSNW TO SWCES51lIILY COMPLETE TIE CONSTRUCTION OF A FULLY 16 CHESTNUT STREET
1. GR-ZB-CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE OF I. SPINA CELL SEE ENGINEERWD NOTICE-EN 2O12-WI,MN I. ELNCTIOMNG WIRELESS EACH.AT NE 511E IN ACCOROHATE WIN COMPANY PROCESSES. FOXBOROUGH,MA 02035
TELECOMMUNICATIONS EQUIPMENT. J. C0IMSSIONNG MOPS B. SUBMI SPECIFIC DOWMENIATION AS POIGTED HEREIN.AIO OBTAIN REWIRED APPRWA5 TWEE THE WORK IS
2. GR-1089 CORE.ELECTROMAGNETIC COMPATIBILITY AND ELECTRICAL SAFETY-GENERIC CRITERIA FOR L SPRINT ENGINEERING
ERE D 10111RNG M-ODicE-EN-2013-W2 BEING PERFWIRO
L SPRINT ENGIKERNG LETTER-EL-D50L
NETWORK TELECOMMUNICATIONS PROTECTION
TIO EQUIPMENT.S N. SPRINT TECAKERNG LETTER-El-TS- C. MAMEPROAD AND CglICT ILL FELACETATES
CONSTRUCTOR EXTE RE D BY
ACEARIES
CONID
3. NATIONAL FIRE PROIECTIDN ASSOCIATION CODES AND STANDARDS (KPA) RDIUDING SKINT IECMICA SRCIFIGTDN-TS-019J D. PROVIDE LONSIRUTON ACOSIDES TO THE EXTENT REWIAEO.TIE CONTRACT DWWENIS,NLIIIIXIIG BUT NOT
NFPA 70(NATIONAL ELECTRICAL CODE-MEC)AND NEPA 101(UFE SAFETY CODE). 1.15 M OF CTMOWI tE T MRMADEM NT RITE S' UMTED TO THE FOLONNG:
K. AERICAN SOCIETY FOR TESTING OF MATERIALS(ASTM)
5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS(IEEE) A CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONIC PROJECT MANAGEMENT 6. AMERCAN CONCRETE INSTITUTE(ACT) SYSTEMS. CONTRACTOR UNDERSTANDS TWAT SUFFICIENT IMERNET ACCESS. EQUNALENT 1 PERFORM ANY REQUIRED SITE EHIBONMERTAL MRKNTKN.
]. TAERMGW WARE PRODUCERS ASSOCIATION(AWPA) TO-BROADBAND.OR BETTER, IS MOWED TO TIMELY AND EFFECTNELY UTILIZE SPRINT DATA AND 2. PREPARE groUlO SAES:PROMCE DE-GRUBBING:AND ROUGH NC FINAL GRADM C G.AND COMPOUND D
j DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO MAMMA APPROPRIATE CONNECTIONS FOR SURFACE TREATMENTS.
B. CONCRETE NR NFPRO STEEL INSTITUTE
( CONTRACTOR'S STAFF AND OFFICES TINT ARE COMPATIBLE WITH SPRINT DATA AND DOCENT 3. MANAGE AND ND D CONDUCT Al ALTMTIES FOR INSIILAIXN OF UTILITIES INCLUDING ELECTRICAL AND TELEX
9. AMERCAN ASNIEILT ON C STATE HIGHWAY AND TRANSPORTATION OFFICIALS(PASHTO) MANAGEMENT SYSTEMS BACKTANL.
N51A UI L DFAER0IMD FAMINES WEDDINGWEDDINGUNDERGROUNDUNDERGROUND POWER NCCOMMI1NCAlKlxS CONDUITS.MID
POnlA CEMENT ASSOCIATION(PG) A.PRIM 2-PRODUCTS(NOT USED)
Ti.NATIONAL
CONCRETE MASONRY ASSOCIATION(NCMA) 5. INSTALL ABOVEE GROUND CROUTONS SISTERS.
12.RICK INDUSTRY ASSOCIATION(BA) PART 3-EXECUTION 6. PROMO NEW IRA:INSTALLATIONS APO.061.10.8.DIIII
13.AMERICAN WELDING SOCCER(AIMS) 3.1 TEMPORARY UTU PIES AND FAGII ITTC THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY S 2. NSWL ROMUIS. S,CABINETS IND SHELTERS AS AND ATED
IRRIG
N.NATIONAL ROOFING AR CUTS CONTRACTORS ASSOCNT.(NRCA) AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED N THE CONSTRUCTION DOCUMENTS.TEMPORARY Ti. NV.ROADS,ACCESS WAYS,CURBS AND DRAMS AS INMATES. I AEG PROJECT/:
IS.SHEET METAL AND AIR CONDITIONING CONTRACTORS'NAONAI ASSOCATKN(MANANA) UTILITIES AND FACTURES INCLUDE POTABLE WATER,HEAT,INAC. ELECTRICITY,SANITARY FACILITIES.WASTE 9. A:CWR5H REONIIA SUPPORT
MWFICATCM O EX51NG FMULES.
DISPOSAL FACILITIES, AND TELEPHONE/COMMUNICATION SERVICES. RRONDE TEMPORARY UTILITIES AND 10.PROMO*TENN SUPPORT STRICTURE FWMOATONS.
16.DOOR AND HARDWARE INSTITUTE(DUI) 11.PROVDE SUBS AND E ENEM PUTFORMS. I DRAWN BY: AYH I
IT OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) FACILMES N ACCORDANCE WITH OSHA AND THE AUENORRY INNING JURISDICTION.CONTRACTOR Wv UTILIZE 12. INSTAL COMPOUND ff...51GHT SHIELD..LANDSCAPING AND ACCESS BARKERS.
( THE COMPANY ELECTRICAL SERWCE N THE COMPLETION OF THE WORK WHEN R BECOMES AVARABLE.USE O 1] PfNFORM NSPECTNN AND WTERVL IESIWTC AS REQUIRED xERENAFRR.
18.APPl1CAE I BUILDING CODES INCLUDING UMFgRN BUILDING CODE,SOUTHERN BUILDING CODE,BOCA THE LESSORS CR SITE OWNER'S UTEMES OR FACILITIES IS EXPRESSLY FORM°.EXCEPT AS OTHERWISE
AND THE NTERWTNNAL BUILDING CODE. a.CONCOCT STD RESISTANCE O TO EARN11CRTEST.AS BY FINE HEREINAFTER I CHECKED.': STIR
S.
1.5DEFINRIONS: ALLOWED IN THE CONTRACT DOCUMENTS. TS.INSTALL FWCD GENERATORN SETS AND OTHER STANDBY AN POWER SRMS ORNE
3.2 ACCESS TO gar;THE CONTRACTOR STALL PROVIDE ACCESS TO THE JOB SITE FOR AUTHORIZED COMPAM 16.NNSTNL TOWERS.ANTENNA SUPPORT STRUCTURES AND PUTFORMS ON EYEING TONERS AS REQUIRED.
A WORK:THE SUMO TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT DOCUMENTS. PERSONNEL AND AIJIHORIZED RERESLNTATNES O 7HE ARCHITECT ENGINEER WRING AL RAYS O THE 17.INSTALL CELL SITE RADIOS.W;ROWAVE,CPS.COAXIAL MAINLINE.ANTENNAS CROSS BOO CMNLERS,TOWER SUBMIRALS
B. COMPANY:SPRINT CORPORATION / TOP ORITERS,LUDO NOSY AO SE TILT AND REUSED EOUIPCEMT. MYF MIL o®PIOT
WORK. IQ PERFORM,DOCUMENT.AND CLOSE OUT NIY CONSTRUCTOR CONTROL DOCUMENTS THAT MAY R REQUIRED
C. ENGINEER:SYNONYMOUS WITH ARCHITECT&ENGINEER AND T. THE DESIGN PROFESSIONAL MNWNG I D/IA/II 15WIIBI FM NLEW
PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT. 3.3 JESTING,'RFWIRIMFMS FOR TESTING BY THIS CONTRACTOR SHAI RE AS INDICATED WRIMTH ON 111E BY CDNERNMNT AGENCIES AND SWEEP
TES.
D. CONTRACTOR:CONSTRUCTION CONTRACTOR:CONSTRUCTION VENDOR:INDMgML OR ENTITY WHO AFTER CHOOSECONSTRUCTOR DRAWINGS,AND IN THE I D SECTIONS OF THESE SPECIFICATIONS.SHOULD COMPANY 19. PERFORM Al1ENHAL AND COAX SWEEP TESTING NO NNE ANY AND ALL NECESSARY CORRECTORS. 1 M/I.T/Is TROVES
EXECUTION O A CONTRACT IS BOUND TO ACCOMPLISH THE WORK. CHOOSE TO ENGAGE ANY THIRD-PARTY TO CONDUCT ADDITIONAL TESTING,THE CONTRACTOR SHALL COOPERATE 20.MANN ON SITE MOBILIZED NTROUCNWT HAND-Of AND INTEGRATION TO ASSIST AS NEEDED ME SITE IS 2 IO/W/M Imum EUMiNI
E. THIRD PARTY VENDOR OR AGENCY:A VENDOR OR AGENCY ENGAGED SEPARATELY Br THE COMPANY.ABE, MIN AND PROVIDE A WORK AREA FOR COMPANY'S TEST AGENCY. DEEMED SUBSTANTIALLY COMPLETE WIND PINGED'ON AIR' -I �/IOU��
OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC TASKS RELATED TO BUT NOT }.A LyyFNSIONS VERIFY DIMENSIONS INDICATED ON DRAWINGS OATH FIELD DIMENSIONS BEFORE FABRICATION OR A I9/31/1Y INOAAWI
INCLUDED N THE WORK. ORDERING OF MATERIALS.DO NOT SCALE DRAWINGS.
r. ONO:OWNER FURNISHED,CONTRACTOR TSTALLED EQUIPMENT. 3.5 EAS.TING LWDIIIONS'NOTIFY THE SPRINT CONSTRICTION MINCER OF COSTING CONDITIONS DIFFERING FROM 3.2 1 iqt ONcrP ATw
L. ROPRESENTAR WAGER-AL PROJECTS RELATED COMMUNICATION TO iLON THROUGH SPRINT THOSE INDICATED ON THE DRAWINGS.DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR REPRESEMAIfVE IN CHARGE O PROJECT... A. COMPLETION
OR f. WOO THE SITE FIEF FROM AC CITE FRo G MASTIC MALL RE RANG AND TRASH.Al THE
WRITTEN APPROVAL FROM THE ARCHITECT AND ENGINEER. (XMIPLEIDN OF 1K WON.CONTRACTOR SHALL REMOVE RNM THE 511E ALL RETNMNG PUBBSH.APLEMENR.
1.6STR FAMILIARITY; CONTRACTOR STALL BE RESPONSIBLE FOR FAIIEIARI/ING HIMSELF WITH Al CONTRACT SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT TEMPORARY FACTURES.AND SURPLUS MATERIALS.
DOCUMENTS.FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY 6. EQUPMENT ROOMS STAU Al AL TNES BE NWNTANED'BRAN CLEAN AID CLEAR OFDEBRIS.
AN DISCREPCIES SHALL BE MEOW TO THE ATEENION OF THE SPRINT CONSTRUCTION MANAGER PRIOR TO THE PARE I CENTER C. CONTRACTOR SWAT TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE RN HAZARDOUS EMOTION.
COMMENCEMENT OF WORK NO COMPENSATION WILL BE AWARDED BASEE ON CLAM OF LICK OF KNOWLEDGE DR 11 ]NE WORM:IKSE SIAJOARD CONSTRUCTION SPECFCAIONS IN CONJUNCTION N.THE OTHER CONTRACT DOCUMENTS 1. N THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HA5 NOT BEEN ABATED W
FIELD CONDITIONS. AND THE COTSTRLN:ION ORANNGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRA-TOR.
011EPMY MWA1W,CONTRACTOR AND ALL OTHER iEP50N5 SHALL WWmMIElY STOP MIRK IN THE
1l MIZE( CONTACT.COMMUNICATION BETWEEN SPRINT AND THE CONTRACTOR STALL FLOW THROUGH THE AFFECTED AREA NO NOTIFY COMP..'IN WRITING.THE RINK IN THE AFFECTED AREA SHALL NOT BE
SINGLE SPRINT CONSTRUCTION MANAGER APPOINTED TO MANAGE THE PROJECT FOR SPRINT. 12 KuIED OOCUIE3IT5. HEMMED EXCEPT BY TERRIER NOTIFCATON BY COMPANY. 515 oo[MtWI Ts OE awn.OIsoN
18 ON-SITE SUPEMASOON'THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND STALL BE A THE KQABEMENTS O<THIS SECTION SPRY TO All SECTIONS IN R15 SPECIFICATION. 2. CONTRACTOR AGREES TO LSE CARE WILE CR THE SITE MID Siva NET TAKE ANY AMEN MC MI OR SHAM TISKN.M BACATIOA CR USE
RESPONSIBLE FOR CONSTRUCTOR MEANS,METHODS.TECHNIQUES,SEQUENCES,AND PROCEDURES IN B. SKIM SINIDA)CONSRIICYON DEEMS FOR WIRELESS SITES PRE INCLUDED N AND MACE A PART OF THESE WY RESUI II OR CHASE RE INZADOUS CONgTIOH TO BE FURTHER RELEASED IN THE EIMRONMENT,OR wow
Mc .TINT.oPmEss PROOmfo
BWA imicow.
MOH THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL EMPLOY A COMPETENT SRCFIGTIONS HERD.. TO FDREHER EXPOSE TNOADLLA6 10 THE HAZARD. Os:DlWCAN FM Tx[
CONTRACTOKs ACEMTIBS STILL BE RESTRICTED TO RE PROJECT LWWR.s1OND AREA OUTSIDE THE PROJECT DR ACB.ATF.RCN
SUPERINTENDENT Alm SHALL BE IN ATTENDANCE AT THE SIR Al ALL TAILS WRING KKgtWNCE OF THE PAR 2-mourns(NOT USED) D. W1IINr AMON.,EBMTBRTAD
WORK. PAR 3-EKECIRON LIMAS BE A FECEW BY CWMACTOR'S A RACES,CO TRACTOR SHILL IMMEDIATELY RETURN DER TO MCNA
AN nTTioNT FUK:IE.5 W won..
19 DRAWINGS SPECIFICATIONS AND MINIS RFOMRFD AT JORSIIF'THE CONSTRUC ON CONTRACTOR SSW_ CONDITION
JI$FCFPT O WTFRW WIND EQUIPMENT.
MAINTAIN A WILL SEE OF THE CONSTRUCTION DRAWINGS.STANDARD CONSTRUCTION DETAILS FOR WIRELESS I CONDUCT IE51NG AS REWIRED HEREIN.
SITES AND THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WAKELESS STIES Al THE JOBSITE FROM A COMPANY FAMISHED MATERIAL AND EQUIPMENT 5 IDENTIFIED ON THE N DATA SHEET N THE CONSTRUCTION
MOBILIZATION THROUGH CONSTRUCTION COMPLETION. DOCUMENTS. BSS2XC102
B. THE CONTRACTOR 5 RESPONSIBLE FOR SPRINT PROYIDCD MATERIAL AND EOIlPAENT AID TAW RECEIPT STALL JT DOINFRIRI I4;
A THE JOBSITE DRAWINGS.SPECIFICATIONS AND DETAILS STALL BE CLEARER MARKED DALY IN RED PENCIL A. CONTRACTOR STALL RENEW,ARPROAE.AND SUMO TO SPRINT SHOP DRAWINGS,PRODUCT DATA STAPLES.AND SALEM
WITH ANY CHANGES IN CONSTRUCTION OVER WWI IS DEPICTED IN THE DOCUMENTS.AT CONSTRUCTION SWAP SUBMITTALS AS REQUIRED HEREINAFTER
COMPLETION,THIS JOBSITE MARKUP SET SHALL BE DELNERED TO THE COMPANY OR COMPANY'S B. PRESIDE DOCUMENTATION INCLUDING.WE NM USED T0.ME YELLOWING.DOCUNENIARON Si.BE FORWARDED 2 CAN ROAD
DESIGNATED REPREYNTAIAE TO BE FORWARDED TO THE COMPARYS ME VENDOR FOR PRODUCTION N ORIGNAL FOUNT AND/OR UPLOADED MO 5N5. SALEM,MA 03885
OF'AS-DUlll'DRAWINGS. 1. ACCEPT DCLNCAIES AS SHIPPED ILO TAKE RECEIPT. I. ALL CORRESPONNDfNCE AND PREW WRY COMSTRUCIRN REPOTS. ESYX COUNTY
B. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUR JOB 2. LEM.Y CONPIETENESS AND Small.OFALL DEMOTES. 2 PROJECT PROGRESS REPORTS.
DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SMNIL BE INCLUDED AS PART O THE WORN. 3. TAKE KSPOHSBLItt FOR EGAAPYENT AND PRUAO NSIXAM:E PROTECTKN AS REWIRED M AMEMEM. 3, CM.CMSTRITCDON STARE DATE(POPULATE FIELD IN SW MD/OR FORWARD NOTFIGDON).
CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO PROCEEDING A. RECORD ANY DEFECTS OR DANCES AND MTHN TWENTY-FOUR HOURS AFTER RECEIPT.REPORT TO SPRINT a. ELECTRICAL SOME LOIPIEIKN OAR(PDPNAIE FEW N XIS TAD/CPI FORWARD NDOYCA KIN). AND mu
MTH THE WORK. OR RS DESIGNATED PROJECT REPRESENTATIVE OF SUCH. 5. USES AND WTEMNA INSTALL DALE(POPULATE TE F N SACS AND/OR FORWARD ND NOTIl10M).
C-DIMENSIONS JFNETL SHORN ARE TO FINISH SURFACES UNLESS HOED OTHERWISE. SPACING BETWEEN 5. CO...PRMOE SECUREN AND SECURE WEATHER PROTECTED FTAU RI51W. LUAgNG 6. POWER INSTAL DATE(PORXATE FELD N 5K AND/OR FgMMO NDIWCATEM)_ OUTLINE
6. CO SAFE.ND SECURE iRINSPOREATION OF WIERILL AO FWPMEM,WLNERRC AND OFF- ]. IElCO RF/M DATE(PORAAIE iIElO N 95 uO/OR fORWAAD rDTTMA/ON).
EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE AM QUESTIONS REGARDING THE FROM CONERACTOR'S WAREHOUSE TO SIZE.
CONTRACT DOCUMENTS, EXISTING CONDITONS AND/OR DESIGN INTENT, THE CONTRACTOR SHILL BE B. PIC OR SHELTER)INSTALL DATE(PP%AAIE FIELD IN SACS AND/OR FORWARD NOTFCATKN). SPLCF N'CAT IONS
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE SPRINT CONSTRUCTION MANAGER PRIOR TO 3,2 DLL�RAN ES; 9. TONER CONSTRUCTION GOAW DATE(POPULATE FEND N SIRS AO/OR OR FOR RD ICYT N).
PROCEEDING WITH THE WORK 10. TOTTER CONSTRUCTION COMPLETE DATE(POVUAIE FELD N SIAS AND/OR ENNA.NOS DC/).
1.10 USE Or_�-$UE;THE CONTRACTOR SHALL CONFINE AL CONSTRUCTION AND RELATED OPERATIONS A COMPLETE SHIPPING AND RECEIPT DOCUMENTATION N ACCORDANCE NTH COWPART PRACTICE. 11. ENS NO RAOC EQUIPMENT DEMRE° AT SITE DATE (POPULATE FIELD IN SIRS NO/OR TOWARD y
INCLUDING STAGING
AND STORAGE Of MATERIALS
D EQUIPMENT,PARKING.TEMPORARY FACILRES.AND I. IF APPLKIBLE,COMPEFIE LOST/STOLEN/Dv1M4D DOCUMENTATION REPORT AS RECESS..IN ACCORDANCE WITH NUTIFIGTON).
WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE PERMITTED BY THE CONTRACT DOCUMENTS. CIPANT PRACTICE,MD AS ERECTED.COMPANY. 12.NETWORK OPERATIONS 1LWDOFF CHECKLIST(HOC RNA)COPLETF(1PL0AD FORM N S45)
C, UPLOAD DOCMHENTATOM IMO SPRINT SEE MAHAEMENI SYSTEM(SITS)AND/OR PROMDE HARD COPY I3.TIME CONSTRULTXN COMPLETE DATE(POPULATE nap IN 95 AD/OR FORWARD WTIFlCADIfN). �\^-
DOCUMENTATION AS REQUESTED. 14. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SAS. `\J 1FJ
CONTINUE SHEET SP-2
CQNTIN AMEANS BUILT 3.3 REQUIRED INSPECTIONS; B. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VM ELECTRONIC MS AS REQUIRED.DAISSprint)''
A SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATTK. INFORMATION PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT. VISION
SECTION AERUS SOLUTIONS PROVIDER CORP B. CONDUCT INSPECTIONS INCLUDING BUT NOT UNTIED TO THE FOLLOWING: 32 PROJECT CONFERENCE CW IS 1 INTERNATIONAL BLVD,SUITE 800
PART 1-I 1/03/2020 1. CAWXDNG SYSTEM INST,MUIpN PRIOR TO EARTH COHCEALLUR DOCUMENTED WIN 2LOAL PmioGRADTK Br A SPRINT MAY HOLD WEEKLY PROJECT CONFERENCE CALLS. CONTRACTOR WILL BE REQUIRED TO MAHWAH,NJ 07495
Y WITH THE OTHER CONTRACT CONTRACTOR.APPROYFD BY ME ON SPRINT REPRESENTATNF.
Steven Phinne COMMUNICATE SITE STATUS, MILESTONE COMPLETIONS AND UPCOMING MILESTONE PROJECTIONS,AND (201)684-4000
1.1 i ,LACE 2. FORMING FOR CONCRETE NA REHVR SRRAATNI PRIOR TO POUR DOCWENIED WITH DIGITAL PHOTOGRAPHS
CONTRA 8�d`._-�„ BE PERFORMED BY THE 3. COMPACTOR A Br PPROVED AGGREGATE BARE f ROADS.PAS,AND ANCHORS;ASPHALT vAVNG. 'DER N11'OTHER SITE STATUS QUESTIONS/5 NECESSARY. •
CONTRA --33,3 PROTECT TRACING IN SMg
AND SHIFTL FOR CONCRETE NND W000 PRIES,BY INDEPENDENT THAD PARTY AGENCY
1.2 REI AT
4. PRE-AND POST
-COST-CONSIRUCION ROOFTOP AND STRUCTURAL INSPECTIONS ON EXISTING TACAMES. A CONTRACTOR SHALL PROVIDE SCHEDULE UPDATES AND PROJECTIONS IN THE ISMS SYSTEM ON A WEEKLY W� T��
A. THE REQUIREMENTS OF TONS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. 5. TOWER ERECTION SECTION STACKING AND PLATFORM ATTACHMENT DOCUMENTED BY DIGITAL PHOTOGRAPHS BY ass. DVANCED
B. SPRINT STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES'ARE INCLUDED IN AND MADE A PAR OE THIRD NM AGENCY. ENGINEERING GROUP,P.C.
6. THIRD AWN.NM.,DOWN TILT NO PER SUWIGM TOOL SUNSNM macaws-AMENXIIEN ALIGNMENT 3.1 A001110HNL REPORTING'
THESE SPECIFICATIONS HEREWITH. TOOL(AI) ANTNANN
13 GNIMIRNS I. VERIFICATION OOCU4ENIED WHEN THE ARENA CHECKLIST REPRT.BY AM.SITE DEVEtoPmENT REP,ON RI ADDITIONAL OR ALTERATE REPORTING REQUIREMENTS MAY BE IDOEO TO THE REPORT AS DETERMINED NT HNH-NNI REP. TO BE REASONABLY NECESSARY BY COMPANY. Nermwmosem
A THE WORK IN ALL ASPECTS SHALL COMPLY WITH THE CONSTRUCTION DRAWINGS AND THESE B. FALL INSPECTION CHECKLIST AND HANDON WALE(IOC.). OUTDO TORN SINOWNG ACCEPTANCE BY FIELD OPS 3.5 PROJECT PNTOOLRAPHS
SPECIFICATIONS. IS TO BE UPLOADED INTO SUS.
9. COIL(SWEEP NO DBER TESTING DOCDMESTS SUBMITTED NM 545 FOR RE APPROVAL A FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT RI THE SACS PHOTO UBRARY FOR ®THEM
B. SUBMIT THE FOLLOWING TO COMPANY REPRESENTATNE FOR APPROVAL. ID SCAN-ABLE BW PH CODE OTOGRAPHS OfTONER TOP NO INACCESSIBLE SERIAZED EOUPMENT THE RESPECINE SITE. PHOTOGRAPHS SHALL BE CLEARLY LABELED WITH SITE NUMBER,NAME AND
1. CONCRETE MD-DESIGNS TOR TOWER FWNDATIONS,ANCHORS PRRS.AO CONCRETE PAVING. 11.ALL AVALBIE JURISDICTIONAL NFORWINN DESCRIPTION.AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING AS APPLICABLE:
2. CONCRETE BREW(TESTS AS SPECIFIED HEREIN. 12.PDF SCAN or REDLINES PRODUCED IN FOLD
3. STEM FINISHES FOR NEER.SPACES,IF NAY. I. SHELTER MO TONER ITNRWECY. CNIYe18eN Network Solutions
1. ALL EQUIPMENT AND WORMS SO IDENTIFIED ON THE CONSTRUCT1N ORAWNGS. 2. TOYER EOUNUTWN(S)-FORS MO STEEL BEFORE POUR(EACH ANCHOR ON O1YED TOWERS).
5. CHEMICAL GROUNDING DESIGN. 3. TOWER FWNDATION(S)POUR WII VIBRATOR IN USE(MN ANCHOR ON OOED TOWERS). TOWER RESOURCE MANAGEMENT
C. ALTERNATES:AT THE COMPINYS REQUEST,ANY ALTERNATIVES TO THE ANIMALS OR METHODS SPEC'FIC04. TONER STEEL AS BENG INSTALLED INTO HEAL SIOw ANCHOR STEEL ON GUYD TOWERS). 16 CHESTNUT STREET
SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO BEING SHIPPED To E. THE CONTRACTOR IN SITE I BE COON HSBEE FOR ANY AND AL RESULT
T CORRECTIONS TO ANY WORK IDENTIFIED AS 5. PHOTOS OF TOWER SECTION STAKING. ( EOXBOR000H,MA 02035
SITE. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL UNACCEPTABLE IN 511E INSPECTION ATMTE$AND/OR AS A RESULT OF TESTING. 6. CONCRETE TESTING/SWPLES.
APPROVALS WILL BE CONSIDERED. SUBMITTAL FOR APPROIA SMALL INCLUDE A STATEMENT OF COST F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR 7. PLACING OF ANCHOR BOLTS N TOWER FOUNDATION.
REDUCTION PROPOSED FOR USE OF ALTERNATE PRODUCT. WITH WRITTEN REPORTS AND PHOTOGRAPHS.PHOTOGRAPHS MUST BE DIGITAL AND OF SUFFICIENT O RUTY 8. BLLLDNG/WATER TANK FROM ROAD FOR TENANT IMPROVEIENIS OR CON4EN5.
TO CLEARLY SHOW THE SITE COSTRUCTWN.PHOTOGRAPHS MUST CLEARLY IDENTIFY THE PHOTOGRAPHED I. SHELTER ED LDATION--FEWMS NO STEEL BEEIME POURING.
1.4 TESTS µn INSPECTION, REM AND BE LABELED WITH THE SIZE FISPL E NUMBER,SITE NAME.DESCRIPTION,AND DATE. IC.SEATER FEANNDATION POUR WITH VIBRATOR IN USE.
A THE CONTRACTOR SHALL BE RESPONSIBLE FOR Al CONSTRUCTION TESTS.INSPECTIONS AND PROJECTPLAx CABLE may MIO SHELTER.
DOCUMENTATION. 3.1 5FLIVfNA/R TESTW AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATIONANENTT SHALL BE UPLOADED TO THE I2.PLATFORM RO MID AL COWMAN T TN P10105 OM INCLUDE
ISMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE PERMANENT SITE FILES. 13.ROOFTOP PRE AND POST CONSTRUCTION LIII LION PHOTOS TO INCLUDE PENETRATIONS ORALSIMO INOROR CELNG.
B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED 10 THE FOLLOWING: IS.PHOTOS of TEARER TOP COAX LINE COOK CODING AND COLOR CODING AT GROUND LEVELPOLE _
A THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE. 15.PHOTOS OF ALL APPROPRATE CO PINY OR R SHELTER.
RY WAAGE.
15.PHOTOS OE EQUIPMENT BOLT DORN INSIDE SHELTER.
1. COAX SWEEPS AID FIBER TESTS PER SPRAT TS-0200 CURRENT VERSION ANTENNA LEE ACCEPTANCE 17.POWER VINO TELCO ENTRANCE TO COMPANY ENCLOSURE ONO POWER AND RLCO SUPPLY LOCUTIONS -. J�
SOAX SIC INCLUDING METER/DSCONNECE. �♦
2. AO.ATMUTIT AND GOWNIILI USING ELECTRONIC COMMERCIAL MINE-TOIL-TIE-PURPOSE ANTENNA ALIGNMENT I. CONCRETE to AND GUIDER COMPACTION
REPORTS. 18.ELECTRICAL*IRENCH(5)WITH ELECTRICAL ACK/CONWE BEFORE BACKTIR BI.
VOL 2. STRUCTURAL NOON COMPACTION REPORTS. 19.ELECTRICAL TRENCH(S)WIN FOw-BICKER TAPE BEFORE EURTHER!mom .
3. CONTRACTOR SHALL BE RFSRONSOLE FOR ANY AND ALL CORRECTIONS TO ANY WORK !UNTRIED AS 3 SITE RESISTANCE TO EARTH TEST. 20.TELCO TRENCH WITH 1FIL-RICE/CONTA BEFORE BACKLIT.
UTLACCEPYABLL N SEE INSPECTION ACTAIES AND/OR AS A RESULT OF TESING. a. ANTENNA AZMNH AND DONIN TLl AID UE KN 21.TELCO TRENCH NPR FM-BACKED TAPE BEFORE FURTHER BACKFIRE.
5. TOWER ERECTION INSPECTORS AND MFASURCMENIS DOCUMENTING TOWER INSTALLED PER SUPPLIER'S 22.SEATER(YIDND-RING TRENCH WRIT GROUND-WIRE BEFORE BACON_(SHOW NI CAD NEEDS AND i AG PROJECT/:
REQUREMNTS AE THE APPLICABLE SECTIONS HEREIN. BEND NAR).
C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING; 6. COIL CABLE SWEEP TESTS RR COMPNNYS...HENNA UN ACCEPTANCE STANDARDS'. 73.TOYER GROUND-LING TRENCH WITH GROUND-WILE BEFORE BACKFLL(SON Al CAD WELDS AND
I. AZIMUTH DOMNTLT,AGL - UPLOAD REPORT FROM ANTENNA ALNNHENT TOOL TO SRCRW TASK 465. B. REQUIRED CURSEDLY DOCUMENTATION INCLUDES THE FOLLOWING; BEND ODU). I DRAWN BY. Ali I
INSTALLED AZIMUTH.DONNILT.AND AGE MUST COEORM TO THE RT DATA SHEETS. SWEEP AND FITTER TESTS 1. TEST WELLS AHD TRFNCNES PHOTOGRAPHS OF ALL TEST WELLS: PHOTOGRAPHS SNOWING ILL OPEN 21.HENCE GRIND-DUNG TRENCH WITH GROUND-WIRE BEFORE ENCORE(SHOW ALL CAD NEWS MO BEND
2. SCWLIRLE BR R OODS WTOGRAPHS Of TOWER TOP AND INACCESSIBLE WRI4Mf0 FOUPMENT EXCAVATIONS MID TRENCHING PRIOR ID BN:KFELNG STOWING A FAR MEASURE WSNEE IN THE EXCAVATIONS RNXI). I CHECKED BY: SIN I
3. Al AMIABLE JUWSCACTIULAU INFORMATION NDIUING DEPTH. 25.ALL ITS GROUND CONNECTIONS.
A_ PG2. CUTOUTS.CONDKTORS AND GRWHONG PHOTOGRAPHS SHUWRNG TYPICAL NSI.WATON OF CONDUCTORS AND 26.ALL GROUND TEST WELLS.
SCAN D REDLINES PRODUCED N!DAD CONNECTORS:PMiTIOTURIN SWING OPICLL BEND RADIUS OF RIVALLED GROUND WIRES AND GROUND ROD 2I.ANTENNA GROUND BAR AREA SON T N1 GROUND MR. SUBMITTALS
5. ELECTRONIC AS-Bull UUWIEGS N A TOC D AND PO IOTILE D ANY FIELD CHANGE GENERAL
MUST BE REFLECTED SPNTNG 28.ADECONA GROUNDING POWS ON TOWERS ABM 200'. RNA OM INRB rot
Br M00ENNG THE PLANS,ELEVATIONS.AND MAS N THE DRAY.SETS. GEERAL NOTES ROWING 3. CONCRETE FORMS AND RFNlORCNG: CONCRETE FOR4MG AT iOwFP AND [OUPMENi/SITEUER 2D HVN UNITS INOUDNG CONDENSERS ON STIR SYSTEMS.
THE p5 DUL DULL TD BE ACCEPTED. CHANGES SNALL BE XIGNLOHRD AS CLOUDS' UNTIDEO AS30.DS ANTENNAS. 0 07/16/16 R5TIE0 rot IEVPI
THE TAS-BILL.CONDITION. PAD/EOUNDATIDNS- PHOTOGRAPHS%CMS ALL SLAB/FOUNDATION.
STEEL,TUB AND CONDUIT STUB OUTS: JI.CANE TRAY IMD/DIL WAVEWXE BRIOCC. 1 C/TI/16 IWDnU
A LIEN TONERS PHOTOGRAPHS SLOWING CONCRETE POUR OF SHELTER SLABFOCI 11 ON.TOWER FOUNDATION,WO CLAY }2.DOAIOVSE/CNEE EAT TROY ROOT, i 10/03/16 URN.ULNA.
ANCHORS WITH SIBPAiOR IN LSE:PHOTOGRAPHS SHOVING ENN ANCHOR ON GUYED TOWERS. BEFORE 33N SECTOR OF NNTENW PH S:ONE OTOGRAPH LOOTING AT THE SECTOR AND ONE ERGS BEHIND]. FINAL RAYMEINT AI4UCA7ON CO PGA. STONING THE PROJECTED COVERAGE AREA 3 06A6/N IPN.WN
8. REQUIRED OWL CONSTRUCTION NIOTOS 4. TOWER.WER.ANTENNAS AND MARLINE:WSPECTAN NA PHOTOGRAPHS Cf SECTKN STALKING:INSPECTION ONO R.DUSTER BUSMOIRECONSTRUCTION
AND NU.
10.AL POST NIP TOWS NCLUONG DOCUMENT UPLOADS COMPLETED N SIIERR4 (SPRINTS DOCUMENT PHOTOS OF TOWER COLA UTE COLOR CODING AT TIC TOP AND AT GROUND LEVEL INSPECTION NO 36.ELECIRN'AAL DISTRIBUINN DUAL
PHOTOGRAPHS OF OPERATIONAL OF TOWER LIGHTING. AND PLACEMENT OF TA REGISTRATION SON: 37.CABLE ENTRY NTH SURGE SUPPRESSION.
REPOSITORY OF RECORD). PHOTOGRAPHS SHOWING ADDRONH GROUNDING POINTS FOR TOWERS OU GREATER T1MN 200 FEEL.:PHOTOS OF 38.ENTRANCE TO COUPMEMT NOON
.ANTENNA GROUND BAR.LOOPIER GROUND ND BAR.NO AMSIER GROUND MR:;PHOTOS a GIPS 1W(5): 39.COIL WUIERPROOIFNG-TOP NO BOIIN O TOWER.
1.5 COMMISSIONING; PERFORM ALL COMMISSIONING AS REWIRED BY APPLICABLE MOPS PHOTOS OF DOH SECTOR OE,ANTENNAS:ONE AN PHOTOGRAPH WOGS AT THE SECTOR D ONE FROM
BEHIND 40.COAX GROUNDING-TOP A40 BOTTOM OE TOWER.
SHOWING THE PROJECTED COVERAGE AREA PHOTOS OF COIL WEATHERPROOFING-TOP AND BOTTOM:PHOTOS al.ANTENNA AND MAST GROUNDING.
1.6 INTEGRATION PERFORM ALL INTEGRATION ACTMTIES AS REQUIRED BY APPLICABLE MOPS OF COAX GROUNDING--ITT AND BOTTOM;PHOTOS OF ARENA AND ANSI ORE:PHOTOS OF COAX 42.LANDSCAPING-WHERE APRKABLE.
CABLE ENTRY INTO SHELTER:PHOTOS OF PIA..PIA..RECHWIUL CONNECTIONS TO TO TITHER/MONOPOLE.
PART 2-PRODUCTS(NOT USED) 5. ROEA FOPS:PRE-CONSINUCION AND POST-CDNSINETION VISUAL INSPECTION AND PHOTOGRAPHS OF THE
PART 3-EXECUTON ROOF AND INTERIOR TO DTCRMNE NID DOCUNENT CONDIIONS;POD!TOP CONSTRUCTOR NSRCTONS AS 3.6 FINN PROJEC ACCFPIAEH' COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT.
REWI
RED BY TIE JIM10CTON;PHOTOGRAPS OF CANE TRAY AND/ON ICE BRIDGE:PHOTOGRAPHS Of CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES
3.1 REQUIREMENTS FOR TESTING: pTE 1*1 C/CABLE CN FROM RODE: AND UPLOAD INTO SRERRA. RM
wow H OLI NO X AR
6. SITE LAYOUT-PHOTD:RAAS CF THE OERALL CONFOUND.INCLUDING fDAPMENT PLATFORM FROM ALL POOR N90M ANY OLPLGIIMN 1 SE
A THIRD PART.TESTING AGENCY: WHEN THE USE OF A THIRD PART. INDEPENDENT TESTING AGENCY IS COMERS. SECTION 07 500 - ROOF CUTTING. PATCHING AND REPAIR WHILST EXPRESS GN.ON" "API a
REQUIRED.THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A REGULAR BASIS IN THE STATE 7. BASHER UTILITIES:CLOSE-IP PHOTOGRAPHS O THE PPC BRENER PANEL CLOSE-UP P1OTDAAPH OF THE SNORT P0WBRWI a NO
WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH UNDERSTANDING OF LOCAL AVARABLE MATCRIAS, RIME OF THE ER AND
PANEL AND NO,CLOSE-UP PHOOGRPH OF DE POWER NETER AND ESCONNECT: SHIMMY- USE BY FOR SNOB THE
INCLUDING THE SQL,ROCK.AND GROUNDWATER CONDITIONS. PHOTOS O POWER AND iELCO ENTRANCE 10 COMPANY ENCLOSURE PHOTOGRAPHS AT METER BOX AND/OR THIS SECTION SPECIFIES CUBING AND PATCHING EXISTING ROOFING SYSTEMS WHERE CONDUIT OR CABLES r IOW.RECUSANT 4ID
FAULTY DISTRIBUTOM MEL. EMIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED ANTENNAS,AND AS REQUIRED OR W46Ovir
I. TIE THIRD PARS TESTING AGENCY'IS TO BE ENDEAR WAIN THE APPEUDE NWIREMEMIS FOR THE TESTS B. REWIRED L SERIALS AND
ASICALT P CONCRETE SIX OSNNS:MLL ORLfIGiION MR ALL REINFORCING AND WATERTIGHT PERFORYPNCE.ROOFTOP ENTRY OPENINGS N MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED 4 '
TO BE CONF.EWPYENT TO BE USED.AND ASSOCIATED HEALTH AND SNESY ISSUES. MIT
AND AL STEEL AND ASPHALT PAVING T1 DESIGN.CTO COMPLY WITH LANDLORD.ANY EXISTING WARRANTY.AND LOCAL JURISDICTIONAL.STANDARDS.
2. IXRRIENCE N SOLS.CONCRETE.MASONRY.AGGREGATE.AND ASPNAI TESTING USING ASHY.AASJTO.NO
9. ANY AND AL SUBNTTNS 8Y THE JURISDCIION OR COMPANY.
OTHER NIHODS IS NEEDED. BS52XCTO2
3. EXPERIENCE IN SOILS.CONCRETE.MASONRY.AGGREGATE.AND ASPHALT TESTING uSNG ASHY.NSW.AND 1.4 SUBMITTALS:
OTHER LEIHODS IS NEEDED. SECTION 01 500-PROJECT REPORTING
A PRE-CONSTRUCTION ROOF PHOTOS.COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION OF SPRINT SALEM
3.2 REQUIRED TESTS. PART I-GENERAL EQUIPMENT ON ACT ROOFTOP WAD.AT A MINIMUM INSPECT AND PHOTOGRAPH
A CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT IIMNEI TO THE FOLLOWING: 1.1 TLWORB;THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER CONTRACT (MINIMUM 3 EA.)ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. 2 CNN RIND
DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE
SALEM.ILA OWES
T. CONCNTE CYUHOER BREAK TESTSFOR THE TOWER NO MOOR FWNWIONS AS SPECKED IN SECTOR: CITRATON' B. PROVIOF SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS INTER CONSTRUCTION(MINIMUM 3 EA) ESSEEX COUNTY
PORTLAND CEMENT CONCRETE PAVING. 1.2 BELATED DOCUYFNIS: C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS.
2. ASPHALT ROADWAY COMPACTED TININESS.SURFACE SMOOTHNESS,AND COMPACTED OFNNSIT.TESTING AS SPECIFIED IN SECTION:HOT MR ASRNLT PRANG. A THE REQUIREMENTSOF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. WIN. a [
3. HELD OY111Y CONTROL TESTING AS SPEWED N SECTION:PoRTLAND CLIENT CONCRETE PANIC. B SPRINT STANDARD CONSTRUCTION DUALS FOR WIRELESS SITES ARE INCLUDED IN ANO MADE A PART OF
4. TESTING REQUIREDIMDR SECTION:AGGREGATE RASE TON ACCESS ROADS.PADS AO NKHOR LOCATIONS THESE SPECIFICATIONS HEREWITH. SECTION 09 900 - PAINTING OUTLINE
5. SRUCIUPAL WOOL COIPACIgN TESTS FOR THE TOWER FOUNDATION. QUALITY ASSURANCE:
PAN 2-PRODUCTS(NOT USED) SPECIFICATIONS
PART 3-EXECUTION A. COMPLY WITH GOVERNING CODES AND REGULATIONS.PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH
6. SITE RESISTANCE TO EARTH TESING PER EIBIT:CE11 SITE GRINDING SYSTEM DESEI+. HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS.USE COPERENCCD INSTALLERS.DELIVER,
]. ANTENNA NO COAX SWEEP TESTS PER MVP AVENW IRAISTASON NNE ACCEPTANCE STANDARDS. 3.1 WEEKLY REPORTS: HANDLE,AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCBONS.
B. GRWMDNG AT ANTENNA MASTS FOR CPS AND ANIEIH416 A CONTRACTOR SHALL PROVIDE SPRINT wall WEEKLY REPORTS STOWING PROJECT STATUS.THIS STATUS
9. ALL TESTS REQUIRED BY CONPAY ON ORISDICTKKI. REPORT FORMAT WILL BE PRODDED TO THE CONTRACTOR BY SPRNT.THE REPORT WILL COMAN SITE ID B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS.
NUMBER.THE MILESTONES FOR EACH SITE.INCLUDING THE BASELINE DATE.ESTIMATED COMPLETION DATE S P Z
AND ACTUAL COMPLETION DATE. CONTINUE SHEET SP-3