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18-108084-ADCITY OF Federal way Centered on Opportunity September 20, 2018 Anthony Mistretta 1351 East Irving Park Road Itasca, IL 60143 anthony.mistretta@mastec.com RE: File #18-104084-00-AD; ELIGIBLE FACILITIES REQUEST APPROVAL AT&T Mirror Lake SS19, 31617 1" Avenue South, Federal Way Dear Mr. Mistretta: F I L F, 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The City of Federal Way's Department of Community Development received your request for exemption from needing a Land Use Process for the proposed modification to an existing Wireless Communication Facility (WCF) located at the above -mentioned address. The proposed modifications include the removal and replacement of three (3) panel antennas and RRWs and installation of auxiliary equipment on an existing 150-foot monopole. No expansion to the existing ground equipment is being proposed. Pursuant to Federal Way Revised Code (FWRC) 19.256.010(2) Exemptions, the proposed modification is exempt from provision of FWRC Chapter 19.256 Wireless Communication Facilities, and meets the requirements of an eligible facilities request. The proposed modification to the WCF has been reviewed as an eligible facilities request and is found to be consistent with the provisions of the Federal Way Revised Code (FWRC) 19.256.020 Definitions "Eligible Facilities Requests " and does not meet any of the "Substantial Change" thresholds as follows: a) For towers other than towers in the public rights -of -way, it increases the height of the tower by more than 10 percent or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed 20 feet, whichever is greater; for other eligible support structures, it increases the height of the structure by more than 10 percent or more than 10 feet, whichever is greater. Staff Response — There is no height increase. This criterion is met. b) For towers other than towers in the public rights -of -way, it involves adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for other eligible support structures, it involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet. Staff Response — Based on the elevation and site plan there is no increase in the width of the structure. This criterion is met. c) For any eligible support structure, it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, for towers in the Mr. Mistretta September 20, 2018 Page 2 public rights -of -way and base stations, it involves installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10 percent larger in height or overall volume than any other ground cabinets associated with the structure. Staff Response — No new equipment cabinets are proposed. This criterion is met. d) It entails any excavation or deployment outside the current site. Staff Response — No excavation or equipment will be installed outside the current site. This criterion is met. e) It would defeat the concealment elements of the eligible support structure. Staff Response — This proposal is consistent with currently existing concealment elements. This criterion is met. f) It does not comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified above. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the site. This criterion is met. CLOSING The eligible facilities request is hereby approved. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. Prior to any site work, the applicant shall verify if an electrical and/or building permit from the City's Building Division is required. For further information regarding the permit requirements, please contact the department's Permit Center at permitcenter@cityoffederalway.com or 253-835-2607. If you have any questions regarding this decision, please contact me at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Becky Cl�a n Senior Planner c: Viet Tran, Mastec Network Solutions, viet.tran@mastec.com 18-104084-00-AD Doc I D. 78286 -)RECEIVED CITY OF ` Federal Way REQUEST FOR ADMINISTRATIVE DECISION AUG 31 2018 COMMUNITY DEVELOPMENT DEPARTMENT 33325 8' Avenue South CITY OF FEDERAL WAY Federal Way, WA 9800 COMMUNIIY DEVELOPMENT 253-835-2607; Fax 253-835-2609 www.cilyoffederalway.com FILE NUMBER I - I 0 D Date <3 ✓ ( U Applicant NAME PRIIHARY PHONE Anthony Mistretta 630-228-6229 BUSINESS/ORGANIZATION ALTERNATE PHONE Mastec Network Solutions 630-824-8692 MAMING ADDRESS E-MAD. 1351 E. Irving Park Road anthony.mistretta@mastec.com CITY STATE ZIP FAX Itasca IL 60143 630-250-1353 Property Address/Location 31611 20th Ave S, Federal Way, WA 98003 Description of Request In the interest of obtaining a building permit from the city, we beleive that the scope of work is compliant with all city ordinances and does not fit the defition of a "subtantial" addition or remodel. All work will be 6409a compliant and because of this, we wish to be exempt from needing to obtain a Land Use permit in addition to an electrical and building in addition to an electrical and buildingpermit. List/Describe Attachments Remove (3) existing antennas and (3) existing RRHs to be replaced with (3) antennas and (6) RRHs For Staff Use �� Cl Code Interpretation/Clarification - No Fee ❑ Critical Areas Letter/Analysis/Peer Review - No Fee (Actual Cost if Applicable) ❑ Request for Extension (Land Use/Plat Approval) - Check Current Fee Schedule ❑ Revisions to Approved Permit - Check Current Fee Schedule ❑ Tree Removal - No Fee ❑ Zoning Compliance Letter - Check Current Fee Schedule Bulletin #079 — January 4, 2016 Page 1 of 1 k:\Handouts\Request for Administrative Decision IN AT &1F I, PROPOSES TO MOD1.117Y AN EXISTING UNOCCUPIED T-L-L.'!-.-,,'.'(,DMM(."�N[CA-!f,-ION--- I - FACILITY WITI-11 THE RE OF-I FXIS_FIN(':; PANEL ANTENNAS AND (3) RRH.'S TO BE REPL_A('.ED WITH (3) PAND ANTENNAS AND 6) R R H'S. INSJ_AI..L. NOKIA F.S M.4 1 ASIA PROJECT INFORMATION SITE ADDRESS ', 31617 FIRST N S C) U:TP ZONING DISTRICT R S 9. 6 E IT D E RA I- 'NAY, WA 98003 EXISTING LIP -SE, IT 'EO1MIv11U*NICATI0:NS FACI-I_ FY L_ATII UDE:. 47- 9,0 99`9" N PROPOSED USE: -El FIN LF, 'LO )NGIT: I-E- 22- 20 1 9.0999" W 00CUPANCY. .-URISDICTION.- FIE DIE R A L WAY p 072104-9210 RF DATA SHEET :9A-`E ISSUED: 03 /28/2018 VERSION: 3.00 DRAWING INDEX REV TITLE SF-IEET GN-1 GENERAL.. NOTES I G N 0 1-- N A -T "NIE E.R/-\L NO! L-S 11 0 C SHE !PLAN 0 C 2 COMPOUND IL..AYOUT 0 3 FXIS T AY0 1 N G, E U: I P M E N 0 C4 PROPOSED EQUIPIMEN ILAYOUT 0 5 -XIS-, IN:G NORTH TOWE.R El E'/ATI 0 N: F 0 C 6 PROPOSE.D NORTH:T'0WER ELEVA'TI.0_;N or R:F--- 1 EXISTING ANTENNA CO N F (U. RAT 10, N S 0 R F'- 2 PROPOSED ANTENNA CONFIG(JRA'FIONS 0 RF 3 RF' & EQUIPMEN'I DETAILS G - 1 GROUNDING NO-FES 0 G2 SCIdEM/\.TI(',' GROUNDING PLAN 0 GROUNDING DETAH...S GROUNDING I I i 0 LEGAL DESCRIPTION ']'HE NORTH HALF - ' 01 THE Nr,\, QUARTER OF I HE SO' ITHEA�`3>_T C" ARTER DF Tl !E SO;UT? II_' Q U U - EA QUARTER ANL/ 'TH: E SOU'I:fI HAILLF H`E NO1R'Hf:'AS' QUARTER OF' '7 T 1 F I 3 T QUA[-,' _-R 017 '171-4E S 0 1 IT' QUAIR)"FE'R 4"' -OUTT-1EAS il. I"" `IT \�D OF ^ SEC-TION 7, TOWNSH11P 2. 1 NOR 1-1, RANGE 4 EAST, W111-11 AMETTE MERIDIAN, EXCEPT TI !AT PORTION: 1 t 3E D AS F01 LOWS: T BEGI;NNING AT THE NOR!I-IEAS-r T CORNER OF SAID NORTHEAST QUARTER, N-E SOUTH 0104 *'36" WES 2 53.50 r FEE *r _E`; TH "N("r" NORTH 68'5 1 51 -7r- . � : 0 ") �_ 5 WEST, C I - 3 'E NORTH 1'- "'05" 0" WEST, 98.80 FEE""; p 'F H E NC NORTH 0 1'134 6 EAST, El OF SAID NORTI-dr-A QUARTER. FEET TO A POINT ON: THE NORTId: LINE FAST '7114ENCE SOUT171 8 8 * 4 8',011 " EASTI, 591.22 FE ' : ' ' ' ET ALONIG? 0 r- 'T HE NORTHEAST QLIAR-11-ER 1" THE "OIN, SAID NORTH 'LINE r- F T OF BEGINNING. ALSO EXCEPT THE EA . 4 U0 FEE- EAST THEREOF CONVEYED TO KING COUNTY U N TY FOR ROAD: 13� DI. R EED -CORDED UNDER r .RECOIR'D_R'S I ; LE NO. 5 33 649. SITE PROJECT PARTICIPANTS NAM COMPANY INAIMEER E I - E'E r'A M P B IE- 1_ I r CORE ONE CONSUL-11ING I\*_ISA 778_8017512166 SAC RONNIE HYDE CORE ONE CONSULTING USA 20 ANNE LE r-\ I&! WIRELESS 425 -61:4-5641 LANDLORD JIM H AM ILT 0 N KING COUNTY FIRE DISTRICT #39 25--839 -6234 :SAC MANAGE LER PAM OY MASTE - 'T'\AjOf',V N E. j Ul N S) 425--"14---'7000 `A&E MANAGER DANIEI__ K E L 1 __Y M A S T EC N E WORI\ SOL' ITIONS U 2 5, 3 579----,3503 ZZLE-161waill FAQ: PTN#: PACE#: SITE NUMBER: SITE NAME: ADDRESS: SITE TYPE: CROWN CASTLE ID: CONSTRUCTION DRAWINGS, SCALING DRAWINGS S U BC 0 N T R A C. SHALL. VERIFY ALL PLANS, EXISTING IDIMIENSIONS. & CONDITIONS' ON T [--I F J-OR' SIT'-E. & SHALI IMMEDIATELY NOTIFY THE ENGINr-ER, ill WRITING OF" ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESP011NSIBLE FOR THIE SAME. N G 1 7 L I F U S. X I I ............ . .. .... I BE AT �'.A.I F S IQA L DIG INFORMATION I UULC: I UTILITIES UNDERGROUND LOCATION CENTER 11-800-424-5565 OR 811 VWMCALLBEFOREYOU DIG. ORG/WASH INGTON Know what's below. WODR1 ' Call before you dig KING DAYS LIJTILIT;y NOXIFICATION PRIOR To C,0W3TRU:cT10N BUILDING CODES AND STANDARDS &t ---------- AT&T MOBiLl-!-Y RTCBUILDING 3 Nl- MY RFDm:0:N.-D, WA 980-52: aSTec Network Solutions 22.2r63 68-th AVE S KIENT. 'NA 980,352 Z_ COREONE C" 0 N S'Li L T N G ILJ S A 506 SECOND AVENUE, SUITE 151:2 SEAT TLE, WA 981,04 SUBCONTRACTOR'S WORK SHALL COIMPLY WITH ALI. APPLICABLrrE N/V-11011ki'A S,._r]j-'\TE, ND A PROJECT NO: 1 BUOB4 Fp 'LOCAL CODES AS ADOPTED BY THE 'LOCAL. AUTHORITY HAVING JLjr�-`SDIC_T'I`ON (AHJ � FOR TH! Ix; I 1.- ..1111 L.00ATION. THE EDITION OF THE AHJ ADOPTED CODES AND STAN DAR!D"S IN I ON THE F I I DATE OF* CONTRACT AWARD SHALL GOVERN -[-'HE DESIGN. [ DRAWN BY: 77W F.S. B"L.11 LDING CODE: CHECKED BY: L.C. I"IN'TERNATIONAL. BUILDING CODE (1:13C), 2016, AS ADOI1_`1FED BY THE LOCAL JURISDICTION.] ELECTRICAL CODE: CAD FILE: T- 1 'NATIONAL FIRE PRO'T 2.015) f L 'ECTION ASSOCIATION,! (NFPA);: 70 NATIONAL.. EL.E.ClRICAL CO-DIE1 AS ADOPTED BY THE LOCAL JURIS-DIC1 TION] LIGH'ININE PRO'TEC"I'ION CODE: SUBMITTALS f'N:FPA 780 2002, LIGFITNING, PROTECTION: -'CODE" SUBCONTRACTOR'S WORK SHALL COMIDi Y WITH ...-HE TESTEDITIONE7 : Of" HFOLLOWING L STANDARDS. AMERICAN CONCRETE INSTI-FlUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR S!RU(CT(,,1RAI_ CONCRETE AMERI;AN INS'T`TUIE OF STEEL- CONsTRUC'17110KI I` C). MANUAL OF STEEL CONSTRUCTION, _rFitRTEENT171 ASD, EDIT„ION ANS>[/T1IA 2-22-G,, ST.Rl'.)KCTURAL STANDARDS E :C7L!..p OR ANTENNA SUP!PORTING STRU ZES AND ANTENNAS. 71A 607, COMMERCIAL. BUILDING ' GRbUNDING AND BONDING REQUIREMENTS FOR L TELECOMMUNICATIONS 0 AUG 14/i8 FINAL CD's E AND EEL ECT R 0 N I (INS E N GIN`L`L;'___ R IE INSTITUTE FOR 81 QU11 L V: L FOR M-EA'S'URING A MAY 02/18 !SSUEF) -'OR REVEVV TH RE IVI I-- E _/k R F. "_SISTf TY. GROUND IMPEDANCE, AND E.AR-IFF1 -S'1U1R,FA0E P0, E N] I A, IL _.' S' OF" A G7 R 0 1-1 N D THE INFORMATION CONTAINED IN' THIS SET OF SYS_r,_17M DOCUMENTS IS PROPRIETARY BY NATURE. IIEFE 11111100 (1999� RECOMMENDED PRACTICE FOR POWERING AND GROU N D G 0 ANY USE OR.DISCLOSUREOTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS E ELECTRONIC EQUIPMENT ..STRICTLY PROHIBITED. SAFETY' 1-110D.--, LATEST VERSI0jN IEEE C2 NATIONAL ELECTRIC SAFE E 'ELCOR-1-11A GR1275. 03r.-E-NERAL INSTALLATIO:N REQ U 1 IRE. NTS 1 3"1.1 F R. SYSTEMS TELECOM, !ENVIRONMENTAL FOR TELECOM DC POWE ANSI T. PROT I ECTICYN FOR ANY cCONF'L.I(,T'S BETWEEN SECTIONS) OF LIS""EI'D f\.','ODES AND S"I'ANDARDS R-;'0('ARDING 7 MATERIAL, MFTI-JODS (�', F CONS RUCTION,. OR 0TI--IER REQUIREMENTS, T11-1 1E MOST RESTRITI\/E I: r T CONFLICT BETWEEN A GENER,\AI I REQUIREMEN SHALL GOVERN. WH -RE HERE IS C, r SPECIF[C REQ,t IREMENT SHA 1.1 GOVERN. _NT AND A SPEC-11-1 REQUIREMENT T1 I E C-1` REQUIREMENT Ui 1E SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 FA#:10092SB3 SHEET TITLE TITLE SHEET GEENERAL NO ET 22. ALL EXI'STING CONSTRUCTION, EQUIPMENT-111, AND FINISHES NOTED TO BE 1. THE t.UNTRACTOR SHALL NOTIFY '-'!.OWI---P NETWORK CARRIER OF ANY' ERRORS, REMOVED SHALL BECOME THE P ROPERTY OF' THE CONTRACTOR AND WILL OMISSl:ONS, OR NCONSOTENDES AS 'THEY MAY BE DISCOVERED IN PLANS, BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEFXPONS: DOCUMENTS, NOTES, OR SPEDFICATUNS PRIOR TO STARTING CONSTRUCTION lUY NOTED TO BE RETURNED TO THE OWNER. X. PROPER INCLUDING, BUT NOT UIVITED BT. DEMOLFION. THE CONTRACTOR SHALL BE B, PROPERTY NOTED TO BE REMOVED BY THE OWNER. RESPON'S[BLE FOR CORRECTING ANY ERROR,. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUMIRON WHICH HAS NOT BEEN BROUGHT TO THE 2:5. THE GOVERNING AGENCIET CODE AUTHORITIES, AND BUILDING INSPECTORS ATIFENT-11ON: OF' TOWEfRi NETWORK CARRIlDER CONSTRUCTION PROJEC'T' MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF SHALL. PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCT I;ON TECHNIQUES, -ES CORRECTING. ANY ERROR FIRST BE APPROVED BY TOWER NETWOR,K MATERIALS, AND FINIS -Hill USED THROUGHOUT CARRIER CONSTRUCT[ON: PROJECT MANAGER. STANDARDS AND/OR PUBUSHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SFIALL. BE.: USED FOR 2� PRIOR., TO THE SUBMISS[ON OF EIDS, CONTRACIFORS INVOLVED SHIAILL VISIT !'HE JOB SITE TO FAWLIARIZE 'THEMSELVES WITH ALL CONDITIONS AFFECTING 24. WHEN REQUIRED STORAGE: OF M/V.-.-E:RiAL.S OCCURS, THEY SHALL BE EVENLY THE PROPOSED PROJECT. CONTRACTORS PRIJOR TO THE COMMENCEMENT OF DISTRIBUTE:11) OVER ROUGH FRAMED FLOORS OR RoOF-S SO AS NOT TO CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT EXCEED THE DESIGNED UNE LOADS FOR THE STRUCTURE. TEMPORARY SHMI. VGU THE CONSTRUCTK)N SUE WITH THE CONST,�RUI,-'T'ION/ICON:-I-I:�A(,.'T' SHOIRINWAND/OR BIRMINO 6 TO BE PROVIDED WHERE _111ME: STRUcTURE: HAS: DOCUMENTS TO VERIFY FIELD CONDITUNf AND CONFIRM THAT THE PROJECT NOT ATTAINED 1TE DESIGN STRENGTH FOR THE CONDITION'S PRESENT. WILL BE ACCOMPLISHED AS SHOWIT . PROR 'TO PR�C)CEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS. OR EMSCREPANGIES SHALL BE 25. PITIORY) THE POUITING OF' ANY NEW SLAB OVER AN EXISTING SI.AB BROUGHT TO THE ATTENTI.ON OF THE ARCH lTECT/EN:GI NEER VERBALLY AND IN CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND WRITING. EQUIPMENT WHICH ARE TO BE IMPLEMENTED: l:NT0 THE NEW WORK.. ALL ITEMS DESIGNATEI) To BE ABAND'ONED, SHAL.I.L. BE NCYTEID AND DISCUSSED 3. FOR COLLOCAU014 SITES: CONTACT TOWER OWNER REPRESENTATIVE FoR WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT PARTICIPATION. 'IN BID WALK. MANAGER AS PART OF THE AS-BUIL.T DRAWING PACKAGE. 4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, 26. SEAL ALL PENETRATIONS THROUGH IFIRE-RATED AREAS WITH Ul. L-111STED OR. H 1 S S. ET OF DOCUMENT3 IS INTENDED TO BE USEID F"OR DIAGRAMMATIC M IS FAC 1- TY I D. FIRE: MARSHALL APPROVED MATERIALS IF APPLICABLE TO ILI AN PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE 107ENERAL CONTRACTOR'S OR PRoJi-.:cT SITE. SCOPE OF WORI\ SHAL.L. INCLUDE FURNISHING ALL. MA".."ERIALS, EQUIPMENT, LABOR. AND ANY REQUREMENTS DEPEIMIED NECESSARY TO COMPLETE PROJECT 27. BUILDING' INSPECTORS AND/CHR' o-rIdER BUILDING OFFICIALS ARE TO BE AS DESCRIBED IN THE DRAWINGS AND OWNEWS PROJECT. MANUI;NL, NOTIFIED PRIOR TO ANY GRADDIIIIING, CONSTRUCTION, AND ANY OTHER. PROJECT T E GOVERN I G AGENCY, EFFOR'll'.-AS. MANDATED BY 1111 F-1111E I N. 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORT-114 IN, THE CONSTRUCTION AND CONTRACT DOCUMENT'S' 'THE COMPLE'll-E SCOPE: OF 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUSHER WRH A RAnNG OF WORK. CONTRACTORS BIDDING THE JOB ARE NE-VERT111HELESS CAUTIONED THAT NOT LESS THAN 2-A OR 2-AlOBC WITHIN 75 FEET TRAWEL DISTANCE TO MINOR ONSSIONS OR ERRORS IN THE DRAWINGS AND OR SPECTI[CAT11ONS , ALL. PORTIONS OF PROJECT AREA DURING CONSTRUIC-11-1,10N. SHALL. NOT' EXCUSE SAO CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE IN -TENT OF THESE DOCUMENTS. THE 29. THE PROJECK WHEN COMPLETED, -,HALL COMPLY WITH LOCAL SECUR11117Y BIDDER SHALL SEWN REIPONSSIRY OF NOTIFYING (IN WRITING) THE CODES AND 'TITLE 24 ENERGY CONSERVATION REQUIREMENTS. (TRLE24 ARCH [T.E- CT/E INIGPEE R�bh � ANY,` PON FLICTS., ERRORS, OR OMISSIONS PRIOR *To WHEN APPLICABLE) SUBMISSON OF, CONTRACTO 100PROPOSALAIN. THE � EVENT OF DISCREPANCIES ' THE (_',ONTRACTOR SHALL PRTCI-__:'fHE�MORt__ COSI TIL �,PR� EX.TENSIYE WORK, CHAPTER 5:4 OF' THE U.S. 30. ALL GLASS AND GLAZING IS 'TO COMPLY VATH ( UNLESS DIRECTED OTHERWISE. " �F MISSION --- SAFETY STANDARDS FOR AR IH TECTURAL CONSUMER AFETY COMM C I GLAZING MAI'ERIALS (42 FIR 1:428, CFR PART 1201) AND LOCAL SECURITY 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER REQUIREMEN I'S. NETWORK CARRIER IS NOT [RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSICINS WE PRECEDENCE OVER SCALE SHOWN 31, CONTRACTOR SHAILL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING ON PLANS. IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION - 7. OWNERA CONTRACTOR, AND -.ruv,,-:R CONSTRUCTION PfROJFCT' ?AIR ANY D, UPON COMPLEIRON OF WORK, CONTRACTOR SHALL RE! AMAGE THAT MA LAGER SHALL MEET JOINTLY To VERF-Y AU. DRAWINGS AND SPECIFICATIONS MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY,. 001OR 'To � THE START OF TONSTRUCPONC 32. CONTRACTOR SHALL KEEP GENERAL. WORK AREA C CLEAN AND HAZARD FREE 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO DURI IG CONSTRUCTON AND DISPOSE OF ALL DIRT, DE (' " _BRIS, AND RUBBISH. . - N '�' iR.'4�'11TOR'SFIALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING CON, PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORk ON ANY REM NOT ON CLEARLY DEFINED By mE CONSTRUCION DRAWINGS/CONTRACT DOCuME_,NTS. TH E PROPERTY OR FIREMSES. SITE SISM.L. BE LEFT IN CLEAN CONDITION WKE *FROM AN6 PAINT SPOTY DUST, OR SMUDGES OF ANY NATURE 9. TH E. - 0 N F R A CT 0 R SAIALLPERFORM WORK DURING OIWNERN� 1P.REFERRED 33. NEW 6 . ON'_-;TRUCT16N, ADDED TO EkSTING CON S-FRU CTIO N SHALL MATCH IN 3 HQU IRS To, A -VOID b 'BING, NORmALAUSIESa FORMI TEXTURE, FINISH. AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS 10, THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER AND 'SPECIFICATIONS, INSURANCE CERTIFICATES NAMING TOWER NETWORI\ CARRIER AS ADDITIONAL 34. THE CONTRAITOR SHALL PROVADE ALL NECESSARY BACKING. SLOCK'ING, I NSU R E-D, AND TOWER NET I WORK CARRIER PROOF OF LICENSE(S) AND PE & AND/OR WEVES REQUIRED FOR THE INSTALLATION OF' FIXTURES, PD INSUR�AN:CE�.: MECHANICAL EOMPMENJ PLUMBING, U*RDWARE, AND FINISH ITEMS TO i j:.::....4-4E COINURAC1`0NIR SiH,411111.1. SUPERVISE: AND, DIRECT THE PROJECT DESCRIE.3ED IN ENSURF�� A I"ROPIER AND COMPLETE JOB. THE., CON DOCUMElfrs, THE CONTRACTOR SHALL BE, SOLEILY K �NSIBLE. F RE' SPO I I -OR ALL CONS--_lll'_RUC_T !ON. MEANS, MEET-10)SCIECHINUOUES, 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, . SEQUENCES, AND PROCEDURES FOR&OORDINATING ALL OF T H "OR STRAIGI-IT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL WORK UNDER -...-HE QDINITRAC1. COMPARE THE LINES AND LEVELS OF 'THE: EXISTING CONDITIONS WITH THOSE SHOWN ON E mi: PLANS PRIOR TO: 'THE START OF- ANY CONSTRUCT-101 . T-W -R 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND: MATERIALS ACCORDING NETWORK CARRIER SI--IALL BE NOTIFIED OF ANY ERRORS, OMISSION,-,-, OR. 'TO MANUFACTURERI/VENDOR'S SPECIfICAIONS UNLESS N01T.0 OTHERWISI.E. INICONSISTENDES PRUR TO ANY CONSTRUCT[ON. OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 36, THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES 13, ALL, WORK PERFORMED ON 'ME PROJECT AND MA:TE-RIALS INSTALLED SHALL FROM PHYSICAL HARM,, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY 'THE BE IN STMCT ACCORDANCE WITH ALL APPLIfCA-IBLE COIDES, REQU-111-4 ]IONS, AND, GOVERNINIG AGENCIES. ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL. LAWS, tDRDINANCES, RULEV REC3ULAPOINS AND' LAWFUL, ORDERS OF ANY 37. WHERE SPECIFIED,. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPEC-IFICA-flONS, AND AND/OR REVIS11-ONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY LOCAL AND STATE JUMSDCTONAL CODES BEARING ON THE PERFORMANCE OF RESPONSI.BLE FOR RECORDING RESULTS. THE WORK. 38. THE CONTRACTOR IS RESPONSI[BLE FOR THE STORAGE OF ALL MATERIALS 14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SUE, A FULL SET AND SHALI. NUT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT. 'TO 'DO OF C014STRUCTON DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND SO FROM THE: GOVERNMG AGENCIES, FOR THIS PURPOSE. ADDENDA OR CLARIFEATUNS FOR USE BY ALL. PEJR�SONNEL lNVOLVED WFFH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUME-N-11" ONLY IF 11HEE 39. GENERAL, NOTES AND STANDARD DETAILS ARE: "THE MINIMUM REQUiREMENTS TITLE SHEET IS STAMPED TOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET 1-0 BE USED IN CONDITIONS WHICk ARE NOT SPECIFI*CALILY SHOWN B EARS THE ARC>4rT`, N S[GNE'D WET STAMP-. I ECT OTHERWISE. 15. A COPY OF GOVERNING AGENCY APPROVED, PLANS SHALL BE KEPT IN A 40. TRADES INVOLVED IN. THE PROJECT SHALL BE RESPONSIBLE FOR 'MER OWN PLACE SPECIFIED BY THE -GOVERNING AGENCr AND BY LAW, SHALL BE CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PIROPERLY BY AVAILABLE FOR INSPECTION AT' ALL TIMES. THE PLANS ARE: NO'll" TO BE USED THE WORK OF OTHER TRADES. BY 'THE WORKMEN. ALL, CONS�TRUCTION SIETS SHALL REFLECT THE SANE: INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE C0N.TRA(--.,TOR 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PRENUSES SHALL- ALSO M-11AINTAiN ONE SETJ OF PLANS, IN GOOD CONDITI'ON, COMPLETE AND SHALL BE LEFT IN A CLEAN (BROOM FINISH111) CONDITION AT ALL TIMES WUH *1 REVISUNS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT' 'THE BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. ALL TMES UNDER THE DIRECT CARE OF 74E SUPERINTENDENT. CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION 42. TOWER NETWORK CARRIER DOES NUT GUARANTEE ANY PRODUCTS, FIXTURES, PROJECT MANAGER.. WITH A CO"PY OF' ALL REVITOONS, ADDENDA, AND/OR AND/lOR ANY EQUIPMENT NAMED BY A CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF TI*-IE TRADE OR MAN U FAC-f-Li R.I.IE: R. AS--BtRUT DRAWING RELDRDS. GUARANTEE OR WARRANTY THAII MAY BE. IN EFFECT IS I'DONE SO THROUGH 'HE: COMPANY OR MANUFACTURER PROVIDING THE: PRODUCt FNTURE, 16, THE STRLjC_IFUlFZAL. COMPONENT'S OF ADJACENT CONSTRUCT !ON OR FACILITIES AND/OR. EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO ARE NOT TO BE AL.TERED BY THS CONSTRUCTION PROJECT UNLESS NOTED PROVIDED BY THE C,)NTF�ACTO%R./SU�3CO�NTRA,,�TO�7-, IN WRITTEN FORm,. OTHERWISE. 43. CAUTIONI CALL. BEFORE YOU ENGf BURIED UTL91ES EXGT N THE AREA '17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT TFIE AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, ONE ---CALL UTILITY LOCATE SERVICE A MINIMUM OF 4-8 HOURS PRIOR TO DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. CONSTRUCT:ON. 1-800-424-5-5,55. '18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF 44. CON_TRACTOR TO REPLACE- AND/OR REROUTE- ANY EXISTING UNDERGROUND FHE PROJE':Cl' AND SITE WHILE, THE WORK 0 IN: PROGR'ESS. UNTIL. THF-' JOE3 IS UTILITIES ENCOUNTERED DURING TRENCFIING AND GENERAL CONSTRUCTION. COMPLETE. 45. CONTRACTOR TO LOCATE ALL UTRYnES PRIOR TO PLACEMENT OF MONOPOLE 19. THE CONTRACTOR HAS THE RESPONSIBIt.1-1-11-Y ',-)'F LOCAT-11ING ALL EXISTING FOOTING: AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL UTILITIES WHETHER OR NOT SHOWN! ON 11"HE PLANS. AND. TO- PROTECT TH E M NOTE #6 ON THIS SHEET. F'R,r-'M DAMAGE. THIE CONTRACTOR, OR SUBCONTRACTOR. AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SrFE INFORMATION. E.'XPENSE.S. DF [REPAIR AND/OR RIEF'-I.Ac't_:mE_NT OfF U-11-11-ITIES OR OTHER PROPERTY -DAMAGE BY OPERATIONS IN CONJUIJCTIO44 WITH THE EXECUTION OF 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED W`ITH PHOTOGRAPHS AND THE WORK. SUBMIT TO TOWER NETWORK CARRIER ALONG WFTH. REOL-ItNED CONsTRUIC-1-10N, 20� THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE (DIN111ILY AND SET, SHALL NOT LIMIT 'THE APPLjCATI:ON OF ANY DRAWING OR DETAIL. 48. CONTRACTOR TO DOCUMENT ALL. CHANGES MADE IN THE FIELD BY MARKING 21. ALL. DIMENSIONS ON THE PL.AN.-' ARE. TO FACE Of' STUD (F.O.S.) oNtESs UP (REDLINING) THE: APPROVED CONSTRUCT -ION SET' AND SUBMITTING ': NOTE[) OTIHERWISE REDILINED SET TO TOWE -IWORK CARRII. R N ET ':R UPON COMPLETION. (U.N.Q. SPECIAL NOTES: 49. WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER iNSTAILIATION COORDINAVON SOLUTION(S) TO NETWORK CARRIER 1. PLANS, PART OF THIS SET AIRE fCOMPLEMEN'TARY. NFORIVINTION IS NOT* LIMITED TO ONE PLAN. REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT- DRAININGS AND SPETFICXPONS ARE INSTRIUMEN11TS OF SERVICE AND SHAU REMAIN THE PROPERTY OF THE ARCHFIECT, WHETHER THE: PROJECT FOR WHICH THEY ARE MADE IS EXECUITED OR NO'-. THEY ARE 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROV ED NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY BY TOWER NETWORK CARRfER CONSTRUCTION MANAGER. AGREEMENT IN WRITING-, AND WITH APPROPRIATE COMPENSATION: TO THE ARCHITECT. THESE P111-ANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE 51.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY WITH APPLICABLE CODES AND IT IS ",.'HE: SOLE RESPONSIBOY OF 17,11111E OWNER AND/OR CONTRACTOR 'TO ALL FAULTY, NFEROR, AND/bR INIPROPER MAXTERIALS, DAMAGED GOODS, BUR-D ACCORDING TO APPLICABLE BU I IL . Dlll.,�G CODES,'. AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS 2. IF CONTRACTOR OR suB-coNTRACT)CA FIND IT NECESSARY,TCO DEVIATE FROM ORIGINAL APPRO`VEI_,) COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE 'THE: 'THE 'THE PLANE THEN IT IS TI-IE CONTRACTOR-S AND THE SUB---COI`,f7lR-ACTORN RESPONSIBILITY TO PROVIDE THE IN C-CONTRACT BETWEEN OWNER AN[) CONTRACTOR, ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES� FOR HIS APPROVAL BEFORE PROCEEDING WITH (EXCEPTION) THE ROOFNG SUBCONTRACTOR SHALL FURNISH A MAINTENANCE THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRIACTORS SHALL BE RESRONSiBLE FOR AGREEMENT F'OR ALI.- WORK DONE, COSIGNED BY TF-IE.' GENERAL CONTRACTOR, PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUT1,HORITIES FOR THE PROPOSED CH-ANGE.:3 TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF BEFORE PROCEEDING WUH -ME WORK TIT CONTRACTOR AND S-11L."13--CONTRACTORS SHALL BE FW0 (2) YEARS STARTING AF`TER THE DATE: OF SUE3S-1111-ANTIAL COMPLETION OF RESPONSIBLE FOR PROCURING ALL NECESSARY VSPECnONS AND APPROVALS FROM BUILDING THE PROJECT, UNLESS OTHERWISE WRITTEN IN, THE CONTRACT BETWEEN THE AUTHORMES DURING THE EXECUTION OF' THE WORI\. OWNER AND 'THE CONTRACTIOR. 3, N EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATUNS SHALL BE INTERPRETED TO, BE 52. THE CONTRACTOR SHAILL PROVIDE ADEQUATE PROTECTION FOR THE SAFIETY A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTON BUT -!-HIS,* SHALL NOT RELIEVE THE CONTRACTOR, OF TFE OWNER% EMPLOYEES, WORKMEN� AND ALL TIMES DURING THE SUB--CONTRAcTor�, AND/OR SU P PL.1 EJR /MAN UF-ACTURE R ROOM PIROV`IDIN%G, A COMPLE-TE: AND CORRECT JOB CONSTRUCTION OF THE WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPEDIFICATiON. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPEC! FICATIONS TO PROVIDE A COMPLETE, ADEQUATE NIND SAFE WORKING 53. THE CONTRACTOR SF-IALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITIS CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. AND-/OIR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. RDR EXAMPLE, IF AN: ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SWOZZ BUILDING PERMIT APPLICATIONS SkIALL BE FEED BY THE OWNER OR HIS ELECTRICAL WIRE), STRON;,'�ER OR LARGER PIPING. INCREASED- QUANTITY (I.E. STRUCTUFAL ELEMENTS), REPRESENTATIVE CONTRACTOR SHALL OBTAIN PERMIT AND MAKE F 7 INAL REDUCED SPACING, AND/OR INCREASED LENAH (11. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE PAYMENT FOR SAID DOCUMENT. DEEMED AND UNDERSTOOD TCO BE INCLUDED IN THE E31D/f-)ROPOSAlL.. T14E.SE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 54. THE IN CHARGE SHALL SIGN AND, SFENL NUL DRAWINGS AND/OR SPEC! F[CATIONS, 4. THESE CONTRACT DOCUMENTS AND SPECIRCAPIONS SHALL NOT BE: CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF' ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR.. 55. TOWER NETWORK 'CARRIER. WILL, REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFCORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVE OF A SEPARATE REM SHALL NOT INCLUDE APPROAT OF All ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE P ROVI D ED EB Y TOWER -NETWORK CARRIER COMMUNICATIONS. 57. 'CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH E 'a _;:-:cTRI(.`AL' AND UNDERGROUND COMMYRS (#40 PVC) PER &C.E. WORKORLDER. BACkFILL WITH, CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADEE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR PROVIDE FlEAVY STEEL PLATES AXrl OPEN TRENCHES FOR SAFETY AND TO: PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DUIRING.�ONSTRI, IQN. 59. CONTRACTOR TO PATCH AND REPAIR ALL. GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SI.IRFACE AND, MAINTAIN EXISIDNO SURFACE I-DRAINAGIE" SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETNTION THAT WAS DAMAGED DUE TO CONSTRUICTIO14; AND TO MOOIFY IRIE-MAINING IRRIGxI_ION LINES 'TO OPERATING CONDITnN, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE. PENETRATION 00 EMSUNG ROOFING MATERIALS OCCUR, THE: GENERAL CONTRACTOR SHAa COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER IFHE R(OOFIN(3 (.0 NTRA,' "TORN WARRANTI FOR MOSTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY.. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE tNSTALL.All-ON OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPO,!:)S, THE GENERAL CONFRACTOIR SHAILL COORDINATE WITH THIIE FRIF1 DESK;NER/FABRICATOR TO ENSUIll THAT THE nNAL FOP SHROUD IS SiMULATING (1-11\1 APPEARANCE) DESIGNATIED EXISTING EXTERIOR BUILDING MATERIALS. TEXTURES, AND COLORS. THE CONTRACTOR SHALL_ FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP z CONSTRUCT[O.Nr. WHEN PHOTOS! M ULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENIS'UPRE TIHAT FINAL CON'.�','T-RUCTIO-N REPRESENTIFS WHAIT' IS INDfCATED IN Pl-!O*T*,,;'SIM(jl.-.AT'ION.. SHOP DIRAWINES SH41 BE. PROVIDED 10 -HE GENERAL - CONTRACTOR. CONSTRUCTION COORDINATOR- AND ARCHITECT PRIOR TO AND CONSTRUCTION, 63. IN THE CASE: OF ROOFTOP SOLUTIONS FOR EQU!PMIENT AND/oR ANTENNA FRAMES WI--IERE ANCHORING "TO A CONCRETE ROOF SILAB IS REQUIRED, CONTRACTORS SHALL CONFIRM, (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCH-111TECT THE PRESENCE OF POST "ENSION 1FIEN-DONS WITHIN THE,�ROOF SLAB - RESULTING FROM AN UNINDCUMENTIED DESIGN CHANGE IN THE EXGTING SWILIAING "AS-Bul-ILT DRAWNG SET'" HAVING INDICATED AN ORUINAL DESIGN SOLUTION 0`17 REINFORCED CONCR`ETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SWILUTION 6 PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OGc,-URs. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING IIES FOR ALL CABLE TRAY -THEE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARMER PROJECT& RECOMMENDED MAN U117ACTURE SHAa BE PANDUR CORR METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIE-S--.304 (OR EQUAL). PANDUR PR0I.-,ulC7f DI S'T RIB U-1111- ED 13Y TRIARC. 65. ALL- WORK TO BE DONE BETWEEN HOURS OF 8-.00 AM AND 5:00 PM, EXCLUDING F-101LIDAYS g at&t AT-1 & T M! 0 B ", L I"TY RTC BUILDING,: 3 18221 NE 72ad WAY REDMOND, INA 98052 M a.s. ec Isletwork Solutions 22263 68th AVE S KENT WA 98032. Q ovs 11/l/RPr his- M 0 F? Ez: r LJ I Cl 0 S LJ L-T - N r-m- U S A 506 SECOND AVENUE, SUITE 1512 SlEg-111FLE., WA 981:04 DFIVATIBY: FF. CHECKED BY: L.C. FILE: F777 C-N - I THE INFORMATION CONTAINED IN V&S SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR EISCLOSURE OTHER THAN TV-SiAT WHICH RELATES TO THE CLIENT NAMED IS ROHlBITEO. STRICTLY P A&E SEAL SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEOERAL WAY, WA 9B003 Ws AM �, � I a SHEET TITLE SHEET NUMBER GN- 1 DESIGN CRITERIA: F F_ S.'TR`U(_'TURAL DESIGN OF 'THIS PROJI CT IS IN ACCORDANCE' WITH THE INTEIRNP01ONAL, BUILDING CODE 2015 WITH WAS'H. IiNG-1 0 114 STATE BUILDING CODE' AMENDMENTS (2015 SEATTLE BUILDIN G C ODE) DESIGN LOADS: SEE S"TRUCTURAI CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION- SHALL. BE IN. ACCORDANCE. WITH AC'I:-318. 2. CONCRETE SHALL. BE MIXED, PROPORTIONED, CONVE'YED AND PLACED, IN ACCORDANCE WITH CHAPTER 19 OF THE 2012 1:13C. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS.. T\/! -)I- I0 F NS "'TR"'TU '10N 28 DAY STRIENGTHW S /C MINIMUIh CEMENT '( RAIFIO CONTENT IE' R CUBIC YARD BUILDING NOTES.- 1 VERIFICATION THE EXISTING. 1: UILIF IN\:" RC)OF- CAN SUPPOR I HE' D. � DONE BY OTH.E RS. PROPOSED ANTE'.NNA LOADING IS TO BE: 2. PROVI'F E SUPPORTS FOR THE _0 ANTENNA COAX CABLES THE ELEV ATION TON OF COAX CABLES ARE TO B.E. ALL INITIAL AND FLJTURF AN;ENNAS.. ANTE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE'. R'S REAIIREMENT'S.- MANLIFACTIURE._I- C SAFETY PROGRAM: 1 . CONT RAOR SHALL BE RESPONSIBLE FOR MAiNT/kINING AN!? DOCU.ME7NTING THEIR OWN SAFETY TRAINING PROGRAM. A- STRL ICTURAL SLABS AND 'IR 'S 4- 000 PSI < 45 6 2 SAC KS C ONC -TE PIER E B. ALL_ STRUCTURAL CONCRETE: 0 0 P < 6 )'/2 SACKS EXCEPT WALLS .45 G. CONCRETE WALLS A �00 PSI -<. .4, 5 " 6 X2 SACKS D SLABS ON G-RADIE/TOPPING. SLABS (FOR EQUIPMENT CABINET) uCG PSI. .45 6 A SACI\S CEMENT' SHAL.L. BE.. C1 50, F 0 R'T r _At\I C-1: ME". N1 TYPE 11 IU B RESPONSIBLE FOR T H E AND 0 3, THE GENERAI I"ONTRACTOR, '-,HALL "SUIPMV: M,ETH,'-)DS AND PROCEDURES OF CONCRETE' PLACEMEN-T 4, ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN A ACCORDANCE WITH TABLE 1904,2.1 OF THE 2012 IBC. 5. REINFORCING STEEL SHALL CONFORM 1*0 AsTM A615 (INCLUDING SuPI:)LEMENT Si),. GRADE 80 fy 6.0,0.0-0 PSI, EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON', THE DRAWINGS SHAL-1, BE GRADE 40. fy-.40,000 PSI., GRADE 60 -TO BE WELDED� SHALL CONFORM REINFORCIN-G E-35ARS INDICATED ON* DRAWINGS E O� AS ING WITH ASI- MAY 706. RE[NI"ORCING "D M PLY A15-15(S M: A BE. ')ER'T)' REPORTS INDICATING CON FORMAN'1'11E WELIDEID ONLY IF' MATERIAL PROI WITH WELDING PROCEDURES SPECIFIED IN A. W.S. 014 ARE' SOBMITTED. 6. REIN,P*OR\(,"!N,-G STEEIL.SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN 'J ACCORDANCE WITH AC 3*15 AND.318. LAP ALL.`CONTI:NU-`IUS 7 RE1NFORCIEMENT' AT LEAST 30 BAR - IA MEFERS OR A MINIMUM Of 2.' 0". PROVIDE' CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP CORNER I3ARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 0 ['AP ADJACENT MATS. OF WELDED WIRE FABRIC A M1.1111111111MUM: OF 8" AT SIDES AND ENDS. .7 FABRIC SHALL CONFORM TO AST M A---- 18 5 WELDED WIRE 8. SFi`RAL REINFORC,EMANT SHALL BE PLAIN WIRE CONFORMING Ti AST!"'! A615, , GRADE 60, fy=60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL_ SHALL BE As FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FrRME17 SURF :AGES EXPOSED �#6 BARS OR rA LARGER) TO EARTH UP, WEATHER BARS OR SMALLER) SLABS AND WALLS (I NTE OR. FAC E) 3/4 0 1 BARS SHALL BE SUPPO-RTIED ON CHAIRS OR DOBIE BRICKS. A I I -7 . 12. ANCHOR BOLTS TO CONFORM f 10 STM: A30 13.. NON' -SHRINK GROUT SHALL BE FURNISHED BY AN AE PROVED MAN UIFACTUREER AND SHALL BE MIXED: AND PLACED 11,J. STRICT ACCORDANCE WITH r[-;P- MANUFACTURER'S PIJBLISI--IED RECOMM.EN DAT IONS.. GROUT STRENGTI-4 SHALL T IT BE At' UEAS-T EQUAL 'TO, 'THE MATERIAL. ON WHICH T IS PLACED (3.000 F)sd. mlm.mum), 1 14. ALL EXPANSION ANCHORS TO BE HILT! BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACI Y UNLESS WAIVED By ENG-INEER. IT L_ ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLEh- (AS PER "ACCIDENT . PREVENTION PROGRAM" - By PERMISSION OF' WREN CONSTRUCTION, INC. 03/01/99) FALL PROIfECTI,ON ME:-F'-I:,k.)f,)S AND EQUIPMEN'T' R'00F TOP INSIFAULATIONSS 1, FOR WORKIS BEING PERFORMED WITHI-N 2.5' OF AN UNPROTECTED ROOFI EDGE, T I .HE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY M NITOR T'O OBSERVE THE MOVEMENT'S AND ACTIVITIE.S OF THE CONSTRUCTION WORKERS. S 2. SAI ETY MONITOR SHALL WARN CONSTI UCT ION WORKERS OF HAZZARD I, ti.iE., BACKING UP TO1,Av`ARD A ROOF EDGEI-E, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE. SAME ROOF AND WITHI.N VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WOR!-JERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHI:N 6' OR LESS OF AN 7 UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAIE-Ty LINE. 4. SAFETY LINE,, SI--IAIA_ BE MINIMUM 4A." DIAM E.-IFE R NYLON, W11H A NOM[NAL. TI.- r EINS[1:17 STRENGTI-I '10/tF 0400 LIDS. 5. SAFE."11Y LINE' SI--IAIA. BE ATTACHEL. 'TO A SUBSTANTIAL MEMBER OF .THIS STRUCTURE,. 6. 1 7 NE, 31H SHALL BE' S1 ... T ALLOWING CONST"RUC'1ION WORKE*R 'TO SAFETY UP REACH E D G E OF' ROOF. BUT NOT BEYOND. 7. SAFIE"IFY BELTS SI--IAL_1. BE---' WORN BY ALL CONSTRUCTION WORKERS. �T S. MONTHLY SAFETY INSPECTION AND MAINFENANCE" OF THE FALL PROTECTION 'T EQUIPMEN: SHALL OCCUR BY -1-HE.* SAFETY 'COMMIlFFEE RI'7r-*IRPS'N"!'K":,IVF-'.S, I N CIL U: D I N%, INSPE.C.ION OF CONSTRUCTION AREA FOR HA-117AROS -HE-CKI is-r USE OF AN IN ION INTERVIEWING (,'OW'\-)R]\ERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY C_-OMMITTEE FOR CONSIDERATION POST OF INSPECTION AND ANY A�rION TAKEN .ING RESUL s. R-ECE-11VING AN'UNBASED REVIEW -OF ONE.'S OWN 'WORK AREA By ANOTHER C-OWORKE-IR SAFETY RE-PRESENTATIVIE REFER TO ROO. FTOP WORK AREA SAFF'T"l' PROTOCOL. NATIONAL ASSOCIATION OF' ERECTORS 200") PUBLICATION REFERENCED OSHA REGULATION/S"T NDARDS SH I L BE REVIEWED BY TOWER ERECTORS, EQ.10PMEN'T. [NS'll-ALLERS., AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 Sr.,,,,;:., APPLICATION,, AND I)EF1NITI.ON'S E 29 CF"R 1926.501: DUTY' TO HAVE FALL PRr)11 7P'CT'I0/N E f 19 Cr; R 1926.502 FALL PRO/ iECTION SYSTEMS CRITERIA AND P R A CTIC', E< 3 SPECIAL INSPECTIONS REQUIRED: 7 SOILS COMPLIANCE PRIOR TO F-OUNI ATION INSPIECTiON: 0! VE:RiF[CAII:ONS F MILL REEPOF�1' CONCRETE ()VER 4000 PSI 1`6j2 SACK fOIX). A71111 28 DAYS % ID ENTIFICATION OF STEEL AND AT JOB SITE CONC'REIFE, PLACE I MENT AT S1: B ON GRADE i0N, r WRI TENI. CERTIFICAT. FOR PROPER PLACIEMENT OF , IT I I I ADHESIVF BOLTS IN CONCRF ETE -OR MASONRY .ZE IENTS Al SLAB ON (17RADE C I tr DATION FX,' AVATION ANI' FILI INCLI DING 11. ITY T R E N (I-' E S ANCHOR BOI BOLTS INSTALLATION LATION AND PLACEMENT C L 1 1 S L. IN C, E, R TIF"I. C 9 T(0 N OF' BOLDING PAD, FOUN:DjAI_ION AND F1 L BY CONCIR I T EE THE fE GEOTECHNICAL ENGINEER OP' RECORD H ITH BOLTING S. REN (3 SUBMI'l-FAIL.. DOCUMENTS FOR DEFERRED 'SUBMIT"I"AL ITEMS SHALL BE' SUBMIT'FED 1"C) TIHE ARCIF-WHEC-I" OR E N;,:,,: N EEI R OF R E 0 R WHO SHALL REVIEW THEM, AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED r V i SUBMI'TTAL DOCUMENTS HAVE BEEN REVIEWED AND THEY HAVE BEEN FOUND TO BE IN GENE CONFORMANCE WP H, TFIV, DI -SIGN "f F -141 RUJIL-DING. TI E' AND SUBMITTAL. ITEMS SHALL NOT BE IN iTALI ED UNrl' 'Hr7IR DESIGN AND SUBMITTAm DOCLIMENTS HAVE BEEN APPROVED BY THE BUILDING O�_FICIAL. SPRAYED ---ON-- FIIREEPROCIFMI(� STRUCIURAL MASONRY P R E s"r R1_E S S E D C 0 N C R E FE ,ALL FIELD WELI)ING REINFORCING PLACEMENT DE`-)`,GNE.R SPECIFIED 'SEE SHEET OTHER` - - - - - - - - - - - - - - - at&t VISIT MOBILITY RTC BUILDING 3 .7 1 8221: NE 72nd WAY R.,DMON'D, WA, 98052 WVa911 a.1c,"3Tec m Network Solutions 22263 68-th AVE S KE.NT. WA 980352 IreV4, L__. u H E 0 \j S U L T N G LJ S A 506 SE\COND AVENUE, SUIT'-- 1512 I SEA. T L.E, VsIA 9 8 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. I A,,<-,= SEA' SITE MIRROR LAKE SS19 3 16 17 FIRST AVENUE SOUTH FEOERAL WAY, WA 3e003 mfflcmmi��r -j SHEET TITLE I'. TRUE NORTH ARROW SHOWN ON. i I IS DRAWING IS APPROXIMATE: ONLY AND MUST BE VERIFIED; W W - -v v v W W W •Y •Y �'�5i J i-a ------------- W W W Ww 4fc T W W W W W W' W W W W W W W W W W •/• �' W W W Vv- W W W W W W W' W W Wqq W W W r...... 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V V W W W W W v w •y W' W - W W W W W 1 //' 7 / / J l••••s�•—'---- W W W W W W W W yr v vi W W W 1e J• J' - V• W J• // � W W J• W W W W W W W� Vr W .v � v v vi � W W W J-- J> W - W W III W W W W W v W W v v v W W W W Y W W W W W W W W W W Y W W J W W W W W W W W W W W W W J" J• W W W w W w W W i v W W W W W W W J• J• W W' W W W W W W W W W W J• J �- W W W W W y W W W W W W V• � �• i W W w- W W W v W v v v W W W W W l i W W- W W W W W W v v v W W W W J• ' ' .•' W W W W W W W W W W W W W W W J• V• W W W • - W W w W W W W I W TES. •NFORMATION OBIA NE-D FROM AS —BUILT DRAWINGS PREPARED BY PACT IC 1ELF t L ^:' SC `�/PG+_S; LLC 1ATE 2f0-?/15. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS: ,AND CONDI-LIONS PRIOR TO CONSTRUC Tio- `. RE:F "DRT ANY DISCREPANCIES TO THE ENGINEER. av''7,M A AT&T! MOBILITY I TC' hUiLDING7 18221 NE ?nC `WAY RFDMOND, WA 98052 Network Solutions 22215.E 68th AVE S ;4FNT, WA 98032 LJ C " R E 0.0'. 8 - .. •-..J +.3 3 ice_ S ... '.'^4 506 SECOhD AVENUE, SUITE 1512 SFgr,L.E, RAJA 981C4 PRC;JECT NO: 1 BUOB4 DRAWN BY F.B. [CHECKED BY: L.C. CAD FILE: cll:� THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR. DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEA_ SITE MIRROR LAKE S 1 9 31617 FIRST AVENUE SOUTH EE®E AL_ WAY, WA 9B003 SHEET TITLE SITE PLAN TRUE NORT41 ARROW' S1F40WN IDIN T HIS DRAWING IS APPROXIMATE ONU'( AND MUST BE VERIRE-11D 11, 1�/ COMPOUND LAYOUT NOTES,- 1. iNFORMN-111-ION OBTAINED FROM AS-BLI[I DRAWItNIG'S PREIPABED BY PA('IFIG TEIECOM SERVICES, Lrr' DATED 1 15. 2, CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND 'I C , - :'(--'NDIPONS FRIOR TO "ON-STRI J(TIC) N.. RE --..PORT ANY DISCREPANCIES TO THE -NGI: NEER. VERIFICATION THAT THE EXISTING ANTENNA MOUNTS AND MONOPOLE AR- (.'APABL!-_ OF SUPPORTING THE PROPOSED IS 'HE ff-SPONS11311-1-11-Y! OF OTI S Ate, PL: I N N A LOADING IL- IRL- 1 1: A S!I I RUCTURAL ANALYSIS AND DESIGN TO BE k--`M:PETED "0 PRIL ')R TO FINAIL CONSTRUCTION DESIGN COMPIETION I L k, DESIGN at6t AT&T MOB111-f'Y R T 6 J I � L. D 11, N G . 3 1822t N-'7-' 7-2nd WAY PE"DMOND, WA 980152 R Network Solutions 22263 68-th 1VVE S KENT, WA 980132 ,I'lC l P, f—I FS/11 1MU52/im/1" 0 E ), I � . J It NIM/ 1 (-1 U;1-1 -,q %= S A, :c-, 0 �', "I I. . 506 SE(COND AVENUE, SUITE 1512 'SEA:`FTLE, WA 9810' - PROJECT NO: I BU064 DRAWN BY: F.S. CHECKED BY: L.C. CAD FILE: C-2 - - -------- - - THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEAL FA#:10092563 SHEET TITLE COMPOUND LAYOUT TRUE NORTH ARROW SHOWN ON :['!"IS DRAINING IS APPROXIMATE ONLY AND MUST BE VERIFIEID EXISTING ENTIRLY PORTS E'XIS"TING AT& GPS ANTENNA 22x34 llx!7 NOTES: 1. INF'r%)R;MXI-[ON OBTAINEED FROM ASBUILT DRAVIVI[14GS PREPARED BY PACIFIC TEIECOM SERVICES, Lrl IDATED k, 12/07/15. 2 `0 k-DNTRACTOR. TO SITE VERIFY ALL DIMENSIONS AND %-% ml ITIONS PFF 'OR TO REPORT ANY i )l 10 R, I' i DISCREPANCIES. TO THE ENGINEER. a AT&T MOE-31UTY RTC. BUILDING, 3 18221 tvE 722nd WAY REDMON'D, WA 98052 yp / � coJEl' : -111: I I�-��i5�� A L L- i 506 SECOND AVENUE, SUIT'-- 1542 SEX�111L.E, WA 98104 PROJECT NO: -- 1 BU064 DRAWN FN BY: CHECKED BY: L.C. CAD FILE: C-3 THE INFORMATION ORIVIATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE L CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEAL SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEOERAL WAY, WA 9B003 SHEET TITLE LAYOUT TRUE NORTH ARROW SHOWN ON T HIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING ENTRY PORTS EXISTING AT(k] GPS ANTENNA PROPOSED EQUIPMENT LAYOUT 3/4"=V-0" 22X,34 o 2' p; 1 !;(17 NOTES: 4 OUTAINc- W DRAWING'S 1. INFORfAX MOM AS-BUI; -ES, L' C DATES b" PREE'PARED BY PA(_-IFIC TEILECOM SERVI(I V, i MIA 12/07/15. 2.. CONTRVCTOR TO SITE VERIFY A D I V11111 E N S I N S AND ATt3cT MOBILITY -CONIDITIONS -PIRIOR _170 CON STRU C-111PON. I' EPORT ANY RTC BUILDING 3 S 0 THE ENGINEER. -.REPANCIE 18221 N! 721d WAA ) REDIVIOND, WA 98052 SCOPE OF.WORK INSTAILL NOKIA F'SM4 (1) ASIA Network Solutions 22263 68-th AVE S KENT, A/A 9803/2' CuRE" "f" . . . . . . . .... I : F ; N G U A 506 SE'COND )NMENUE, S U:11 TE 1512 SEA LIL.E, WA 9810-14 FpR0J ECT NO: I BU064 DRAWN BY: F.C. [ECECKE0 BY: L.C. ICAD FILE: C-4 THE INFORMATION: CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED: IS STRICTLY PROHIBITED. A&E SEAL SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 SHEET TITLE PROPOSED EQUIPMENT LAYOUT z cc 1, EXISTING NORTH TOWER ELEVATION 0 2.3x34 y 3' 6, 5'/64"='l'-0" llxl7 Nk-, LK.7rl 1l'l,4Wqk.7 W.U. NG I" -'IRE STATION YWAVE ANTENNA NG ANTENNAS THER CARRIERS NG AT&T ANTENNA INSTALLATIiON. I . . TO RED--.i AND RIFF-2 EXISTING PROPOSED ANTENNA LAYOUT NG N I & 7 50'-0 MONOPOLE I N! kG AT&T - IMENT SMELTER ING AWS: '7'-0" Cl-iAIN LINK IFIENCE NG /J&T [('C" BRIDGE I rlffzz;, 1010 AF% d c Clt&t AT&T MOBILITY RT"BUIL-DI-NG 3 18221 NE —1-IndWAY F DN, 40-ND, WA 98052 E u 506 SEC.OND AVENUE, SUITE 1:512 SEN-iiLE, WA 98104 PROJECT NO: 1 8U064 DRAWN BY: i: F.S. CHECKED BY: L.C. CAD FILE: C-5 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. AQE SEAL SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA ge003 SHEET TLTLE EXISTING NORTH TOWER ELEVATION PROPOSED NORTH TOW 1" 23x34 0 3' F. 2' .�--EXISTING 1-IGHTNING ROD ELEVATION 3./64"=l'-0" I'A7 ING F,-IRE S'5kJ"f0N )V'Y'AVE ANTEN'NIA, ING ANTENNAS THER BARRIERS OSED AT&T ANTENNA INSTALLATION. R TO RE-1 AND RF-2 FOR EXISTING PROPOSED ANTENNA LAYOUT MONOPOLE ING, , -AJ&I IMENT SHELTER ING AWS 7'-0" CHAIN LINK IFENCE ING AT&I('-- T BRIDGE : �L- /-+6 40 at&t AT&T MOIBILFY RTC 6WILDHIN11,31. 3 18221 NE 72nd WAY IMEDMOND, WA. 98052 C2 Network Sotutions 222.603 68-th AVE S KENT, lyVA, I 506 SECOND AVENUE, SUITE 1512 SEATILLE, VVIA 98104 PROJECT NO: 1 BU064 0 RAWNIBY: F.S. CHECKED BY: L.C. CAD FILE. C-6 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR. DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. I A&E SEAL SHEET TITLE PROPOSE® NORTH TOWER ELEVATION A /A S I E AN"IFIE"'I 0 N H G RA'11_ 0� N AN D CL 11 Sr- r"T'n 0 R A J. AZIMI '1H RAID C, E NTEE R N 3L.: 1, VENDOR' monn ..E. ME'(',[ W F TMA RRI' MOPEI NO. L NUME OP' FF DR D 75 F R 1: E I IPI EXET.) ANTEN'NAS TILT TILT , COUNT FEEDERS TYPE L N G\ H LTE W1111 11 15* 1 100l-011 C()MMSCOPE SBNIH H D65C 10* Y N 0 NONE -NNH 4 '5 WC S - 4 P B.- 15, -o"± Nth UM7S 1900 OL), .1 KATHRE.IN 74'..---2&4 13, 0 N 0 (2) L(37P 21401 2 7 /8 15 3' C)"J: YES UIMTS, 850 4' G r r3M, JqLG( , "I - ----------- ------------ too, 011 - ------ KATHREIN 8001 ()764. 0' NO 7/8' 150'---0`± YES GSM: 850 0, 19100 I. TIE 1 151, tor 1-0.11 1) ALU: AA 3JR\52703AAAA r- tJ 0* NO NONE RRH2x4GW 0711, 0 BE R 15 0 G SECTOR B A Z 1 'M U T F RADC11 E N T E R N j Ivi B ER OF VENDOR MODFi EIEC. IME.C.14 R E 7' TMA RRH RRH MODEL NO. NUMBER OI_ F'E E DE. R ICEEDER D f ID LEXED ANJENNAS T T" COUNT EDERS_ Ty L T E WC S 235* 1 1") 0' - 0 1 COMMSCOPE SBI+ NH.---1I D65C 0' Cly, NO NO IN E RR i-I 4x 25 -WCS - 4 R r7j lBE 151 -c)"± NO, UM,T:,s 1900 0* 235:* IOC)'-0 1 KATHREIN 742-264 0, N 0 `2" GP 214.011 7/8" 151 YES — UVTS 850 4' 1�S_M 1900; 435 i CO' i- i 1 KATHREN 80010764 r 2' NO (I) E'lr)S(-)QP -78 2 7 1 0 o YE: GSM' 85 4' LTE 1900 21W oo'-O" AL.J.j• AA 5,� J R5 27 03AAAA G* 0* NO NON[:. 1 RRH2x4OW---0*7;__ 0 B 1,51,-O"± NO LTI_ 700 0' ..f SECTOR C AZIM:U_1 I-Im RADCENTE__R NUMBER OF_ I VrENDOR MODE F1 F.C. MECH. _r tNLT TMA RRH: I. RRI_-I MODEL. NO.. NUMBER OF F'EE0ER r FEEDER D 11PL E X E D ANTENNAS I LT H T , I.L. I CO 1%) NT FEEDERS - - L�. NG-'H 4' 355, 100, - o"1 AUU11 AA 3JR52703AN-4A NO NONE RRH2x40W-0-T_. 0 FIBE . R NO L TEE 700 0 UMTS 900 — — _-------- ----------- - 01 ---- - ------ -------------- 355* 1100'-0" 1. KATHREIN 712" 2' NO "2' G P 2141-0 1 � ) 7 '8. 5o,---o"± YES UMITS 850 n, li 0-) 3 55 100'--.0" 1 KATHREIN 742-264 "y NO 4, NOKIA MHA 4 7 /8 15--O"± NO GSM 850 1 1 1 9° CS 72993.08 1 1 LT11___ Wcs� 355' 100' 0' 1 COMMSCOPE SBNHH- 1 06"5C, 3' 2- t =�-O BONE ---- RRH4x2,5 IN C, S 4R I 0 1:13d R 15 0! --- 0 NO EXISTING ANTENNA CON -FIGURATION AND SCHEDULE DATA WAS OBTAINED F'R(.' ED 03/28 /2018) RFDS VERSION.0 AT&T R F D-ATA SHEET (CAA'' TRUE NORTH ARROW SHOWN ON I.) IT-11S DRAINING IS APPROXImxrE ONLY AND MUST BE VERIFIED 7"� EXISTING AN 22x34 0 2' NOTES;. 1, iNFORMA71-ION OBTAINED FROM AS, -BUILT! DRAWINGS PREPARED BY PACIFIC TIE! ECOM SERVICES, LI C DATED 12/0.7/15. 2. CONTRACTOR TO SITE VERIFY ALI DIMENSIONS AND L IC)N REP )RT ANY (.1"N11311ITIONS PRIOR 0 'CONSTRi TC 1 DISCREPANCIES TO: THE ENG[NEER. all cl t %.01kt AT&T M:O31:L1TY RTC_- BUILDING. 3 18221 NE 72rrd WAY REDMOND, WA 98052 I k U.N.4 asTec Network Solutions !2263 08-th AVE. S vT. ENT . WA 98035'12' c ru C 0 A 50.6 SECIOND AVENUE, SUITE 151:2 SEA- LE, WA 98104 DR/ WN BY: 7� F.S. CHECKED BY: [770 FILE: RF- 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR OJSCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. I ACHE SE/-1,L SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEOERAL WAY, WA 9B003 FA #: 10092E563 SHEET TITLE EXISTING ANTENNA. CONFIGURATIONS SHEET NUMBER L_R F - PROPOSED -------------- A NT CONFIGI-JRATION A.N.D SD EDU E SECTOR A• A Z". I M TH RADCEN I ER ANTENNA" VIE'N D 0 R MODEL ELEC. ME, R Elf MA RRH RRH MODEL. N(D. NUMBER (DIF E E I D FZ ETT-DER DIPLE _'XED 1 !LT TILT C 0 1, .1 N DERS TYPE E N G TF i 1 TE WCS i oo,--O" COMMSCOPE S BN H id I D 65 C 0 0' NO NONE 1 RRI 4 x 25 V V S 4 R CIB ER 5,5'- 0" T N 0 UIMTS 1900 0, 100,-O" 1 KATF REIN 74/ 264 0, NO (2) LGE 214.0 7/811 _.0".± YES UMTS 8150) 11:5' u 0 KA THREIN 800 0*76 4 N) 0 11 E15SO9P78 ---------- 2 /8;1 15 0' - - 0" vc,�; !E GSM 850 0 j L.T!_ 1900, LIT, AWS 2 AIRSCALE BlI 2//l 4 J. 1 ry 100"-0" CO M M SCOP E NNI!--14.--- 6:51) R6 0., N C' NONE i 0 .1 5,V - o I-E 7f , Ou Ll 2' Al RSC A LE B25.1/66 B AZI:M:UTH DCENUM13J- RAEENTR VENDOR MODEL E i E C. ,(.0 1-4 RE( TMA - - RRH MODEL 0. FT'E ` .DER �D1. J _RSEC;OR DIPLEXEDAN ANTENNAS LT TILT COUNT DrRS PE LENGTH T LTE WCS 1 COMMSCOPE S-11131\11-11-11- 1 D65C , 0' 0' N 10 NONE 1 RRH4x 25 --'lV%CS 4R FIB 3ER I 5 3' - 0 NO U MT S 1900 0' 1 1-00,-.0 1 KATHREIN 742--264 ry (2) LGP 21401 2 7 //8 YES — UMTS 850 - -- ---- --------- - - - ('Sm 11900 Gs8r-O m 2 /\T H R EJ N 80010764. NO E. 15 S 0 9 F-78 2 -7 4' — "ATE AWS 0 0, LTE. — — -------- ---------- /li A AIRSCALE B 11 2/ 1+ j 235 1 o o' - - to 1 0 K 4 M S C' Of E NNH465D R6 0, N�l NONE 13 .7 FIBER 5� NO E A J 2' i AIRSCALE B25/606 SECI. OR C A Z7 1 1\4 UT H RA D E NT E_: R 'R OF NUM-BE-11 �v E N. D MODEL ELE.C. T! M E C RE I TMA RRH RRH MODEL NO. NUMBER 01- F70- 1 E!:DER FEEDER _XED DIPLrE AN1 E N NAS [J' 'OUN" I E E DE'R S `YPE LENGTH E 1900, � LTE T E AWS AIRSCALE 131:2/14 3 55 100 1 COMMSCOPE NNH:4 65D R6 2 NONE _IBER 0":-E N 1.1 E_. "70-11) '66 AIRS","Ail E B25 .150' U:MTS 1900 3 100'-()" l-,AT`-`l`R'ElI N _742-2b4 2.* NC) (2 LGP 21401 2 UMTS 850 10, (ISM 1900 -555' ---------- - -- - - -- 1 Oo'---- 0 1 KATHREIN 742-264 N (2) N'OKIA M-HA J 2 7/8' 15n 0":i GSM 850 C'S72993.08 t.-I E W CS 355' 1 OO'_-O" COMMSCOPE S8NHH-1D65C 3- T NO -E NONE 1 RRH4x25 --WCS-4-R 0_ 150'- 0 " 4� NO 11N ANE SCHE�l �JLF' (DAI'A WAS 013-1-AIN.E'D ROI10''SE'D ANlE'NNA �C`ONFIQURA 0 FROM [__I I:_..I --j--F-11r� k IJ/A - ...'[D '_�SION 3�0 A1&kl Rl::" DAl"A S T.A" 0328 2 018 R FID S VEJ jf TRUE NORTH ARROW SHOWN ON HIS _ DRAWING IS APPROXIMA7,1 E' ONLY AND MUST BE VERIFIED REMOVE EXISTING PANEL ANTENNA (LTE 1900/LTE 700) AND REPLACE WITH PANEL ANTENNA (LTE 1900/LTE AWS/LTE 700). REFER, 1-0 RF-3 FOR DETAILS C-10 0 INSTALL DUAL PORT 1900 MHz RRH, REFER TO RF-3 FOR DETAILS to E X 1 ST I N G AT&T' /-wcS RRI.-I (",I 01 -0 0 REMOVE EXISTING AT&T 700: MHZ RRH AND REPLACE WITH. DUAL PORT 700 MHZ_/ RRH, REFER TO RF-3 FOR DETAILS t 4- INSTALL DUAL PORT 1900 MHz RRH, REFER-/ TO RF-3 FOR DETAILS REMOVE. EXISTING AT&T 700 MHZ RRH AND REPLACE WITH DUAL PORT 700 MHZ RRH, REFER TO RF-3 FOR DETAILS NNA CONFI SAT ION 3/8 11= 1 011 110", (A EXISTING A' FIBER, KX EXISTING A"IF&IF AGL MONOPOI F 150' lZ T EXISHNG AT&T RAYCAP SCqUID ['NO T E S 1. iNFO)RIVIATION OBTAINED FROM AS-BLII[LT! DRAWINGS PREPARED BY PACIFICL EIECOM SERVICES, LIC DATED 1 ? //07/15. . 2. CONTRACTONR TO SITE VERIFFY' ALI DIMENSIONS AND 1 1,1 i R "'T 0 T ANY ""')ND[fle' NS PRIOR TO CC` U( I I" N.. REPORT DISCR,EPANCIES TO THE ENGI:NEER. -- -------- SCOPE OF WORK • RE_I`\,gQVE_ (3) EXISTING PAINIE-L. AN . -I E N NAS (JI _ -71) -f'yFD . '1� OF PER. Sr _'R 010 vI., • ""El (NE (3" EXISTING 70OMHz RR\H'S, TYE OF (1 ) PLE R SECTOR • IN -STALL (.3) PANEL ANTENNAS (LTE E AW ILTIE' -/Ok()'),, 'T�P. ()F (1" s SECTOR • INSTALL (3) DUAL PORT 700 MHz RRH.'S, TYP. OF (1) PER SECTOR H • INSTALL (3) DUAll- POINT 1900MI z RRH'ss, TyPOF (1)V PE.'R SECTOR \ • INSTALL DC SURGE-_ PROTECT((SO:UIDl MOlUNT ALL PROPOSED EQUIPMENT rn AS PER MAM.jr--ACTURER'S RECONA M EN DATI 0 N 'S r Ln Ln. rn U) rat .rn REMOVE EXIS_n:NG PANEL ANTENNA (LTE 1900/LTE 700) AND REPLACE WITH 0 PANEL ANTENNA (LTE 1900/LTE AWS/LTE 700). REFER TO RF-3 FOR 'QETAILS REMOVE EXISTING: PANEL ANTENNA (LTE 1900/LTE 700) AND R tPLACE WITH PANEL ANTENNA (LTE 1900/LTE AWS/LTE 700). REFER TO RF-3 FOR DETAILS -4 .90 0 J REMOVE EXISTING AT&T 700 MHZ RRH AND REPLACE WITH DUAL PORT 700 MHZ RRH, REFER TO RF-3 FOR DETAILS EXISiING AT&T MOUNT PLATFORM EXISTING AT&T RAYCAP SQUID EXISTING AT&T .P'R BOX -EXISTING A r XISTIN'WCS RRH AlNI T F:,IKJR BOX INSTALL DUAL PORT 1900 MHz RRH, REFER TO RIF-3 FOR DETAILS go —1—T 4-4t 4. PROPOSED RAYCAP "SQUID" DC _T _441_i` SURGE PROTECTOR, REFER TO EXISTING AT&T T RF-3 FOR DETAILS wcS E IF �lr 4 4 T 4 i 4�- T1. I ty ijt:&t Al&T M:OBIL[7Y R"B'C" BUILD[NG 3 1 $22 1 N,'-:' 72rtd WAY F\'E_DM:C-)'ND,. Vkfik 98052 R m E P, t__j "FiNG LJE3A 506 SECOND AVENUE, SUTEE 1512 Z_ SEA-117LE, WA 981 '01. PROJECT NO: 1 BU064 DRAWN BY: F.S. CHECKED BY: L.C. THE INFORMATION CONTAINED IN THIS SET OF [DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEAL. SITE MIRROR LAKE SS19 316 117 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 SHEET TITLE RROPOSE0 ANTENNA CONFIGURATIONS MOUNTING STIRUCTURE. N.T.S. TOFI FRON'T Sv1111LAR SHIEL-C ISO VIEW ------- - -------- - ------- - ----------------- * ........ ................ -- ------------------- --- ------ ------- I MANUITACTUIRE..R: NOKIA M C D': �EL AIRSCALI' DUAL RRI-I 4'I'4IR B12/14 I J: I JGHT E! 28 WIDTH - I DEPTH: 9.6" lit vv . t 1. 1 . .... .. .". - . ..I` . I I . : I () I Ai- LESS................................................. .................. ------------------ .-- .. 700 MHz RRH DETAIL. N. T.. S, RAYCAP "SQUID" DC SURGE PROTECTOR ------------------- ----------- NOTE: 10 BE INSTALLED WITHIN 1 5' OF RADIO UNIT -- — ---- — ----------------- MOUNTING BRA"CFCET BY MANUFACTURER ............................... ............ - - -------- - ------------- - MAN1-1F ------------- -ACTURER: RAY' Arl : MODAP-L.- I C6-4.8-60-18-8!c-' "Sou! WEIGHT- 32.6 millillilill 1111111111� 111111liq 1111111111� 1111 11 E1103MIENT�- FRONT I. M U ANU-1-- CTI RER: COMMKOP17 M)I . OIDEIL: NN+-14 65 R 6 1. WEIGHT: '114.6 LESS DIMENSIONSt 105.8" X X 7.8" FREQUENCY: REFER TO RF DATA SHEET ... . ................ . ........... -- - ------ - ----- ---- -------------- ------------ ---- ---------------------- tg ()c Mp REM-0,TE I -ELECTRICAL DOWNT1:1 ACTUATOR, Rf- CONNECTOR, TYP B07"-rOM SOLAR SHIEL-LD I S O.-MEW. . . . . . .......... . . . ........... .................... ........ . .... 5M MAN.11AURER: NOKIA MODEL: Alf-IRSCALE DUAIL RRH 4T4R 825/66 WIDTH: T-B.D DEPTH: T,R.D .B-D WEIGHM I T AT&T MOBF IILF Y R.T(-` BUILDING 3 18221 NE 72n,d WAY REDMOND, WA 98052 a v ;" 1 1111 asTec 1A . Network Solutions 22.263 68-th ACE S KENT. INA, 980,7522 r-11% A L 506 SE.C-OND AVENUE, SUITE 1512 SENTIFLE, WA 98104 [PROJECT NO: 1eUOB4 DRAWN BY: F.S. CHECKED BY: L.C. AD FILE: RF-3 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS RRORRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY RROHIBITED. — - - - - - - -------- ------- A&E SEAL SITE MIRROR LAKE SS19 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER R DI 3 1 Ek�,v. IN SITE i„�O.ti.Ll:l S VE RY CAREFULLY _: AND S. COPE 017 THE R :- AND U :L,OR C l(HEU �C. aI_ ` INC__UDE- IN THE S'ID F RIC F-_ ALL COSTS FOR WORK SUCH AS AN[ AN[:) WIRING', MAr F NECESSARY 0 A �:OMMODA:E THE ELECTRICAL SY T'::MS SHOWN AND SYSTEMS OF OTHER TRADE'S. 2. SU•:..:,tl'F':AL. C)I=. E3iD IN:J::.,hll_S CONTRAI.Of•2 .,. t,OGNIZATJ. 01:. ALL.. Ji,E.,. ..,Il,_. CON[aFTIONS AND WORK TO BE: PERFORIAED UNDER : HIS CONTRACT J . PERFORM DETAILED VEIR.r`.GATION OF WORK PRIOR TO ORDERING THE E::LECTRICAI_. EQUIPME:'NT' AND C Ot, M NCING CONSTRUCT ON. ISSUE: A WR!TTE.-N NrOrTICE: TO THE: CONS LJL.�ANT OF. ANY DI.S.CRF_PAN� IE:S. 4. OBTAIN ALL_. . _RMFTS. PA: ASSOCIATED REE:S AND SLF.:_[?U: INSPECTION. PROVFDE ALL.. LABOR, MATERIAL., EQI [PMENI:, INSURANCE, AND SERVICES TO COMF'L_': rE:: THIS FDROJEf:C'1' I'N ACCORDANCE' WITF-4 THE: C(?NTRAC;T E?C)GUME:NT'S AND PR SENT IT AS FULLY OPERATIONAL TO TI-1E SATISFACTION O 7HE: OWN F 6. CARRY OUT WORK IN ACCORDANCE E WITH E. r f [� N,: ,.. +rIT I ALL.. i,\,VE..I�INC) STAT .., CC)kJN'Y ,�N[.? LOCAL CODES AND O.S.H.A. T. PF;IOR TO BEGINNING WORK COORDINATE ALL P,30fER: AND ' ELCU WORK b1�'ITH . E t.Oi,At. ti..�ll_IT'Y ,r,.,M. �;NY Aa :.T MAY APPLY _...Y l,? .THIS E>i•L.. ALL. WORK -T'0- COMPLY ITI H THE RULES AND RyEC�! IL,aTIONS OF "T H.- tIT.L .1ES [NVOtVED. 8. FAIBRICATI.ON AND INSTALLATION OF THE COMPLETE ELECTRICAL SYS EM SHALL BE' DONE. III A F'IFdS'T' CLASS W';R.K.MANSI-41P PER NECA S `ANE?AR) 1--2C?UO BY QUALIFIED PERSONNEL. EXPERIENCED IN SUCH WORK AND SHALLSCI-I'D)L:JI._E: 114E WO.RI\. IN AN ()RDE:RUY .MANNER., SO AS. N0F '(`O IMPE::DE: PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE_ RECORD OF THE II�S?AL_L_p T I�?N C)1= T611:: E::L.E:C'[F21C;AI.. SYS'TE::MS, f..C)C;A'TIN(- EACH C;IF C,tJI1' PRECISELY AND DIMENSIONING EQUIPMEN'_, CONDUIT AND CABLE LOCATIONS, UPON�:.OIb�F'L`._TION OF'' 'FI"LE:: INSTALLATION,'[I2ANSF E:f: ALL. f:f::Cc?I:J DATA TC) BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS 'TO TI••IE CONSULTANT. JOB I }; I �.. , , �. 1 1). GC)Mf" L.:.. T'E B SHALL. BE: C UARAN • E.. D FOR A. F E:HIOP F G ONE (1) YEAR Af-T-ERN' THE DACE OF' JOB ACCEPTANCE_ BY OWNED.?. ANY WORK, MATERIAL, OR E::C�UdP'ME::NT FOUNT) TO E'sE: F AUi_' Y DURING THAT. F x , , PERIOD SHALL. BE. GORREGTED AT ONCE UPON: WRITTEN NOl IFICP . hC)N, AT THE 'EXPENSE OF THE CONTRACTOR, 11. GE'E;ACO'`4TA"OR : RESPONSIBLE' FOR R, �U STIN, CONNI CI:(ON C:F CNCIAL POWER. FROM, POWER CfAY.. CONTRACTOR ROMMER SHALL. COORDINATE: 'THIS WORK WITH THE: GE::NERAL.. CONTRAC71'0R. 12. C,OONRI):NA:E._ EXAC.: TE.LE..:'IIONf_ RE.QUIREME..N1,7 AND SERVICE ROUTING t:l'TE1 LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IM.M'EDIATELY LPUd AWARD Or:GNIi \,r'=, ' . BASIC MATERIALS AND METHODS: •-, C _ ., . 1. ALL E€_E_CT I�,AL. WORK. SHALL_ CONFORM TO TFir EDITION OF TH IUEC` _ : G APPLICABLE IArr FI T ) BY THEE LOCAL-L „IJ RIiJI-:Ir )N A T) CODES AND REGULATIONS. ALL MATERIALS AND EQUIPMENT* SHA'•:_L. BE NE7 MATERIALS AND E:QUIPME:NT SHALL BE THE STfA'`dDARD PRUDUGTS OF MANUFACTURER'S CURRENT DESIGN. - MACE :Y :. S ._ �t l 1� i Ir k. 4 'E Al IR_7T C,LA�S PRODUCT E31:' A REPUTABLE- :rfANI�I r,CTUf Ef< MAY BE USED r R„VILI.NC. .F „ONF„F?P,... To (H,.. CONTRACT RE:QUIFcE.M.I..N=(_> AND MEETS TH:E_ APPROVAL_ OF THE CONSULTANT AND THE 0'-104NE:R. AN'G ��; I WIRING, L11PI��` N: Ic- :;- ARR. '-ONDU f , -Z NG, EQUIPMENT, __NT, AND C" [ __R WORK GEN,_RAL RALLY AS SHOWN, [7ROVIDING PROPER. CLEARANCES AND ACC_E:SS. CAREFULLY EXAMINE: AL I CONTRACT DRAWINGS AND FIT THE WORK IN. EACH LOCATION WI:THOJ-% SUBSTANTIAL. AL ERAII.ON. WHERE. DEPARTURES ARE :•7ROPOSE:I:) BE" USE OF FIELD C ONDIFIONS OR OTHER CAUSES, PREPARE :AND SUBMIT; DETAIL ED 1")RAWINC)S F'OR ACCEPTANCE. 4. THE: CONT'RAC DRAWINGS ARE. GENERALLY DIAGRAMMATIC AND ALL. O FSET S; EMENDS,FITTINGS AND ACCE:SSOR1ES ARE NOT NE:CESSARIL` SHOWN. I PROVIDE: ALL SUCH I EMS AS MAY BE RE()UI:RED -TO FIT THE: WORK T() THE: (IONDITIONS. MAINTAIN ALL CLEARANCES AS RE:QUI:R:E'D B`:' NEC. 5, SEAL A: -ROUND CONDUITS AND AROUND CONDUCTORS WIT;11N CON:DUI,TS ENTERINGTF-fE: Iv1C JLAR CABINETS W14 FZE: PE:NE::T'F�AT'ION OCCUF�S WITH A SILICONE SEALANT 'TO PREVENT MOISTURE PENETRATION BUILDINGI•N'TO .�. 7,S ILCONL _,�.hl_ ARC ItI�I,., ALL 30 _T AND SCREWS USED D TO S _.� U:,:.- E.ti: UIF)M='NT• TO EX: EROR OF 8O4LDING. ,. MAKE: NECESSARY C.L,NPdEC,(.(rNS FOR _3aF'fE:RY• IN I::ME..RCz:NCY >...GI11 F''iX'1Uf.E... R MANUFACTURER) TURER)(UNNECT EXTERIOR :I_itHT rXT:,II?E {PROVIDED BY C _LTE TO E:XTE:RNAL. JUNCTION BOX. 1. UNL.ESS. NOTED OTHERWISE, AL.L_. CONDUCTORS SHALL_ BE COPPER MINIMUM SITE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS--L.INKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC,7. (TYPESTHHN OR THWN). INSULATION SHALL. BE: RATED FOR �10 CONDUCTORS SHAL'•:_ BE COLOR CODED IN ACCORDANCE WITH NEC. R r.RGUI 2. F�:L!� CONDUCTORS USED I"OI� GROUNDING SF•I;'ALL BE COPPER AND Sf•IAL.L_. HAVE GREEN INSULATION. 3. FOR COPPER CON GL•G I OFFS a 6 A.rVG raN[) Siv:r,L_L._I, UE� PY1 SCri.[.r. I L� I . :K #T T&D STA--KON COMPRESSION TYPE CONNECTORS WITH 1 IINTEGRAI OR _L.I f,RATL INSULATION. CAPS. .F 0R L,vPP..R CONDUCTORS LARGER"THAN #6 ;,AWG USE:: SOLDER.L.E:SS, (DENT F•IE.'X SCIRIEW OR BOL , HYPE: 'FZE::SSil'RE C�C7NNECTORS OR DOUBLE COMPRESSION C---'CLAMP' CONNECTORS, UNILE'SS �PE:.C'.IF'IED OT'I-IERWISE: ON DRAWINGS. 4. LNL_.7S NOTED OTHERWISE ALL LUGS SHALL BE 'FIN PLATED COPPER, f1v,1O---HOLE, LONG BARREL, COMPRESSION TYPE. i It RACEWAYS AND BOXES, 1. ALL CONDUIT SHALL .�E. ; I a _'n L L E� J L �.f E3 E _. _. . 2. AL.L F_ iPTY CONDUITS INSTA._LED FOR : UITU rtE USE S: IALI_ Fit' \/ A >-1J.1_L_ C0RI) 3. SHEET METAL 3(?kES `7HALl.. CONFORM FU RE MA C)S.i; GAS:-M4- TAL 60XE.S .HALL_ Crr. N ORM TO NL. A 81 .AND S At lBESI-_L.D IN ACCORDANCE WITH: , NTDCI NLE'SS NO-I'E: ? O!'I-IE:RWISI::. 1. ALL ,,AFETI J:ROJN,..I:VC OF TFIE �L�.�, RIC.AL EQUIPMENT SHALL BE CnRF;.IE_.. OUT IN ACCORDANCE WITF TI"-IE CURRENT REVISION NEC, 2. GRO!JND LUGS ARE SF-TCIFIED UNDER SE:CTFON' 3 "CONDUCTORS AND CC'N. dECTC,RS„ :?. AL_L.. GROUND LUG AND COMPRESSION CONNECTIONS SHALL E3:E COATEE) WITH ANTI--C)XIDANT AGENT, SUCH AS NO---OX, NOAE.C)X, PE NE T-ROX OR K0PRSF{IELD. 4.. GROUND ALL EXPOSvl? METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING' BUILDING IE'!_,),}- W'N 3R11.1 \I,....I..<,-,.. ` . PROVIDE:: LOCK WASHERS FOR ALL. ME.C,-IANICAI_ C ONNEC'TIONS F'()R GROUND CONDUf\ TORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. DOS 11NOT INSTALL GROUND RING OUTSIDE OF PROI ERTr ._iiN`. 7. REMOVE ALL .PAINT! AND CLEAN ALL DIRT FROM SURFACES REWIRING GRLrIJN[_r .,ONN ..0: t , J,>, REPAINT, TO MATCH C.,1 AF T,:_F, t..(.. JIB......., 110, J. IS MADE TO MAINTAIN CORROSION RESISTANCE. 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL.. BE #2 A G SUL.ID BARE' TINNED (_TOPPER. MAKE ALL. GROUND CONNECTIONS AS SI-1rJR'T AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY FIEND SHALL NOT,BE 'LESS THAN 8" AND THE ANGLE OF ANY BEND SHALT NOT EXCEED 90°. GROUNDING CONSHAL.L BE ROUTED DOWNWARD 'TOWARDTF{.:: BUf�IE::E) GR( UNt:; RING. 9. RE.. ;AIR AI_L_ C4L.VAN :'.I::) Sl)RF'ACE::S T.-IA F?AVE: BEEN i:)AMAGE::D E) [.I.Y: E.O4`vE_LDFNG WITH�.,u : ERIT-319 GALVANIZING BAR. 10. ALL GROUND CONNECTIONS SHALL_ BE: APPROVED FOR THE. METALS PING CONNE:C TEE). 11, ALL. E::X'('[::RNAL. C;F:'OUN0. CONNE'-TiON S SHALL E3:: E..XOTHE::RMICA,..LY WEI..IaI_[). ALL EXOTHERMIC 1hEI.DS 1'0 E:�TERIOR OROUND RING SI A' L 3E THIS. PARALL.E::L. 'TYPE:. E::XCE.P-T' F'OF? T}lE:: GROUND RODS WHICH ARE I;::E EXOTHERMIC WELDS. R.IPAIR ALL iAL NI.�7LD SURFACES THAT ,AdE BEEN DAMAGEI:)` BY E:XOT11.E:RIk WELDING. USE:: SPRAY GALVANIZER SUCH AS I"40l.lJ=3 LE CTROSOL. ##15-501. '12. CONTRACTOR SHALL_ NOTIFY ATekT W IE.N FHE BURIED (3RC)UND RING IS INSTALL..E:D SO 'TIIE:: RE:F71if SE...�''A:IVE:: CAN INSPE. T THE GROUND RING BEF=C7E�E:: IT IS BACKFILLED WITH H SOIL.. CONTACT _ AT&T PROJECT MGR. 1.3.1 FOR METAL. C'E NCr POST GROUNDING USE A I IEAVY DUTY T„PE GROUNDING CLAMP' OR EXOTHERMIC WEL.L`) CONNECTION TO 14. WHERE. MECHANICAL CONNECTORS (TWO HOLE OR CLAMP" ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI--OXGDE COMPOUND SUCH AS "NO OXIDE A" BY , A:=ARBORN CHEMICAL COMPANY ON ALL CONNECT ORS. 15. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION G1' SERIES CLAMP, BL CKBURN GUV SE:RIE:S CLAM: OR A BURNDY GAR 3900BU `SERE-S CLAMP ONE.`', N0 Su:6.sT1TuJ1_ES =s tC1 L&t AT&T .. MOBILITY YTrL BUILDING 3 18221 NI Ind WAY RFDM0ND, WA 98052 v vM a E3 To% P% Network• s 22263 68.Ih A!E S K E NT. WA 98032 y 9" � d qyo y K C 0 R E UNZ', 06t= 506 SECOND AVE`IINUE, y�SU�ITE 1512 SEA.. I LE, Yb�A 98 V4 PROJECT NO: 1 BU064 DRAWN BY: F.S. CHECKED BY: L.C. CAD FILE: c-1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH: RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEAL SITE MIRROR LAKE SS 1 9 31 3' 17 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 SHEET TITLE GROUNDING NOTES SHEET NUMBER PROPOSED RE -MOTE RADIO. HEAD (RRH) AWS (TYP. EACH SECTOR) PROPOSED Rl-C. MOTE - RADIO H-AD (RRH) 700 (I'YPEACH SECTOR) EXISTING PANEI ANTENNA,- TY' SEE SHEET RF-11. FOR SIIE* CONFIGURATION EXISTING ANTENNA. GROUND BUSS BAR NEAR ANTENNAS WITH COAX GROUND KIT. SEE DETAIL 5,/G--3 POR GROUND BAR CONSTRUCTION, SEE DETAIL. 4-/G--3 FOR GROUND WIRE C' 0 N N iEu-`Tlll0)NS, AND SEE' DETAI.L. 3/(3-3 FOR COAX GROUNDIN,3'. k. t A F" 1, # BONDING FRRH 6 AWC, S�I!RANDi:-D WCKEI UNIT GROU-ND TO ANTE ENNA GROUND BUSS BAR -YP. EACH SECTOR), EXISTING REMOTE RADIO HEAD (RRHj (T IYP. EACH SECTOR) PROPOSED A7,30F D(32 SURGE SUPPRESSOR f-r t),P. 'EACH S-E'\--T(--)R)i 46 AWG STRANDED GREEN JACKET BONDING PROPOSED SURGE SUPPRESSOR 11 GROUND TO ANTENNA GROUND) BUSS BAR (IyP. EACH SECTOR' PROPOSED PANEL ANTENNA (TYP, EACH SE-CTORN . . SEE SHE"El. R.F 2 FOR SITE CONFIGURATION #6 AWG STRANDED GREEN JACKE'T' 1,, 0 N D I N G ANTENNA MOUNDIN""' FIIPI'--. 1-0 ANTENNA GROUND BUSS BAR YPICAL ANTENNA GROUNDING PLAN GROUNDINGNOTES: 1. Al L of:--4:II S ARE SH901'N. . IN GENERAL TERMS. Arll—i UAL INSTALLATION AND 'ONSTRU"ION MAY VARY DUE TO T IONS, Q'i" S, Ell' \1 �,\. S' PPI IFIC -C;NDIT 2. GROUND ALL ANTENNA BASES, l FRIA--lMES. CABLERUNS, AND 0"HER METAL -IC -'vMf D I-NUSING 0LIND WIRES AND CONNECT TO SURFACE MOUNTIE'D ;B'US BARS. 1101-1-OW ANTENNA AND BTS MlANUFACFU,R'---'RS3 PRACTICES, FOR GROUNDING REGIvIAREME'NIS. GROUND COAX SHIELD 0 AT B0,TH '-ENDS AND EXIT FROM TOWER. OR POLE USING r FIR PRACTICES. 3. ALL GROUND CO`NNE.CTi sly:> SHALL. BE ,..'AI.)WEIl . Al L WIRES SHALL BE --OPP THlr:N/'T HWN. ALL G�ROUN-D i , WIRE F3111HALL BE GREEN INSU LATED WIRE ABOVE GROUND. 4To . CONTRACTOR TO VERIFY AND TEST GROUND SOURCE. RC`, NIDING AND OTHER (Drr)ERATIONAL TESTING WILL Bf-- E L V C.ARRI, V, WITNESS-[ BY NETWORK —RI IER 5. REF TO CURRENT NEL; GENERAL E-LE'T RICAL PWITH ROVISION AND COMPLY AJLL REQUIREMENTS OF C.'ROUNT.)ING, STAN-`)ARDS. 6. E-LECTRICAL CON;RACTOR TO PRIDVIDE DETAI! ED- DESIGN OF GROUN-D-N(:-, SYSTIM, AND RED. E;VIE APPROVAL (DIF IT DESIGN By AUTHORIZED AT&T. MOBILITY REPRESENTATIVE, PRHDR, TO INSTALLATION OF GROUNDING SYSTEM- Plim-i'D-0 DOCI MENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION: MANAGER IF Tl-lII-R-- ARE ANY E E iNSTALLIN-Gr GROUNDING SYSTEM P r DIFIF _eU � To. SITS f",x")IL CONDFTIONS. GROUNDING R 0 D IN'0 TES: -fALL ORDER. GROUND 1 ELECTRICAL CONTRACTOR SF PROJECT NO: 1 BUOB4 REES-IS'll.-ANCE TESTING, ONCE HE C7ROUND SYSTEM: HAS BEEN INSTALLED,: A -QUALIF-I.ED INDIADUAL. U71"I ZING THE r (TENTIAL M'--'TH,.-)D, SHOI LD F ERFORM THE. r-AL: u ! - OF PO r r R,�W lf- i-- , -r N BY: F.S:. "T. THE REPORT WILL SHOW TFIE' I OCKHON Of 1, E 3 THE L :. L. F TEST AND CONTAIN: NO 'LESS THAN 9 TEST POINTS ALONG THETESTING [INE, GRAPHED OUT TO SHOW T Hr P 1- ATE t L, A J. CHECKED BY: 2. GROUND ALI-ANTENNA BASES, FRAMES, "-'ABLE RUNS, I E Al LIC (COMPONEENTS USING GROUND CAD FILE: G r AND �THER MIT ',7G-2 WIRE-'NNECT TO StIRFACE M-OUN:-El' Bi CO' f D US , ARS, AND ANTEN MANUFACTURERS INA AND BTS M'N' FAM UlRrER-S PRACTICES FOR GROUINONNG, REQUIREMENTS. GROUND COAX SHIELD _R 'ING AT BOTH I NI'.lS AND EXIT FROM TOWEP OR POLE US.. M F R'S P RAC ICES. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A&E SEAL SITE MIRROR LAKE SS19 31 B 17 FIRST AVENUE SOUTH FEDERAL WAY, WA 9B003 SHEET TITLE SCHEMATIC GROUNDING PLAN TO ANI ENoNAS CADWELD GROUNDING CONNECTIONS q W6 AWG FROM ANTENNA. (ABLE -R OUND KIT , COPPER GROUND BAR ON WALL, 11111E BRIDGE,FLOOR OR ON ANTENNA TOWER RX2 TX111 /RX WEATlr4ER[-*lR0OFIllNG KIT 'TYID.) COAX ul-**JM.PER__.-.,----'-' %GROUND K 11: (TYP. iTY0." RO CONNFCTOR#6 AWG" WEEA-1111- H. ER PR 00 F I N G K 11.1 F S E - E NO 'E' 2 1 Uy ISOLATE.FROM TOWER i IALO w/ #2 1`0 TOWE.-R 13US BAR AN-1 CABLE. .,(-) . r I ryp COPPER ANTENNA GROUND 1-,., E`5TS, EQUIPMEN; FAR, WHR-1 INSIULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE' OR y UT11 If POLE 11' N OT E S: 00- TO GFRO.IUND RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DI:RE__CT-.GROUND WIRE DOWN *T*O ANTIENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO—PART TIAPE KIT. COLD SH:RINK SHALL NOT BE USED. G R 0 U N -D CABLE CONNECTION N,T.S, *'TWO HOLE OR EXOTHERMIC W17ILD TO 8 Ir USED, WITH AWG 13CW TO GROUND CONDUCTOR SHALL BUILDING VICE GROUND BEE 1 M 1 NAT OR GROUND !RING Er WHEN GROUND BAR IS ELECTRICALLY BONDED TO NOTE-.,. METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF:. TOWERS/MONOF'OLES STRUCTURE SHALL 0 HAL_ NLY !SE EXOTHERMIC WELDS. �"'��___ � R� � N� UI%I R E I N �TALLATI a N WIRE SIZE:BURND`r' LUC-) BO! T . SI7 E # 6 A WG 'GREEN INSULATED YA6C2_FC38 3/8 '16 NC S 2 BOLT `2 AWG �INNED SOLID TI :YA3C----'lT,38 - 15/8 11, N,(-' S 2 BOLT #2 AWG STRANDED' YA2C2T 3.8, C 16 NC; S 2 B LT #2 '0 AWG STRANDED YA26 2Tr, 1-78 16 NC S 2 BOLT 1#4/0 AWG STRANIDED YA2 8 — 2 N 1 /2" 16 NC S 2 BOLT NOTES: ] BOLTS, J. ALL HA80 RDWARE NUTS,, LOCK WASHE'RS SHALLBE. STAINLESS STEEL. ALL HAR-DWpW-E ARE TO BE AS F'O..LOWS: BOLT, F7191WAS.1- "ll, GROUND BAR, GROlUIND LUG, FLAT WA.SHEk AND NUT. 2. 'T COPPER SIHIE.1.11' ), ANTI-\Ov, CIS NO—OX OR tE' UIVALIENI SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. ALL LUG - ARE TO BE INSTALLED ED PER MAI\4UFACTURER'S SPECIFICATIONS. MECH N.T.S, BUIRNDY GROUND LUG 'FABL.I.-.- FOR SIZE A N 1) M: 0 1 DEE t -) LOCK WASHER `TYP I Y GROUND BAR BOLT Orypl BURNr')y TWO HOLE LUG WIT>' I ONG BARREL FOR #6 AWG STRANDED OR EQU IN'ALE-14111117 BARE WIRE TO BE NO—OX AT BOTH 'ENDS #6 AWG STRANDED GREEN INSULATED "."AL LUG CONNECTION IriEAT SHRINK (C L E A R) `ROUNDING x T'PICALLY) I- ----------------------- ANTENNA CABLE' 2" TO 24" 12 rl " ;F AX. .................. I ---------------------- ........ t . ................ WEATHERPROOFING KIT r 'SEE NOTE 3) ---------------- - ------------------------------------------------------- ............. CABLE GROUND KIT ------- 4 6 AWG ST RAN: 1 D ,-'OPP[ R GROUND WIRE (GROUNDED TO GROUND BAR), SEE NOTE 1 & 2; - -- --------------- - ---- ------- ---- ---------------- CABLE CONNECTOR -- ----------------------------------------- — --------------- ---- NOTE--1� DO NOT IN'STALL CABILE GROUND KI i AT A BE. A N I' AL'AlAYS, Q f GROUND WIDE:. DOWN TO GROUND BAR. 2. (?'R()U N DING KIT' SF -TALL BE -TYPE: AND PAIRT NUIVIBIER I AS SUPPLEI15',,"OR RE*COM;ME_NI_')lE_*D BY CABLE MANUFACTURER. 3 WEATIPIER PROOFING SHALL Bf_ PART TAPE ;,,IT, c L OLD SFIRI SHALL NOT BE SED. CABLE GROUND KIT CONNECTION -- J N.T,S. NEW COAXIAL GROUND KITS W/ 'LONG BARREI _COMPR, ESSION DOUBLE LUGS, r............. . . ............................ .................................. I rN:f S'T -- — ------------------- -------------------- Z—ATTACH I-0 GROUND BAR & IALI_ By ENNA CONTRACTOR (CADWELID TYF E—GQ NOTE: COAT ALL MECHANICAL: ANTE CO'NNECTIONS WITH "NOOX" OR APPROVED- EQUAL N Ew 4"x 24"x 1/4" thk C()PPER GROUND BAR, INSTALLED BY GPENERAL CONTRACTOR ........... -------- ... ............ . .......................... . .... . . ............ . .............. . .. . .... . ........ 0000 0 0 0 0 0 0 0 0 0 0000 �} 000 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - ------ - -------------- - --- --- lcyu! 24" 1> --- ---------------- - ------- -------- - — — — — ----------- - -------- - -------- - F I E L D VE R I F'r' SOLID 'LID BARE TINNED I WIRE CAI';W;---'L-D.--- (TY PE — G K77'� GROUND BAR TYPICAL FOR ALI.. SE"C"T'01 :ZS PROPOSED PANEL ANTENNA (7,)`P- EACH SECTOR) SEE SHEET RF 1 FOR EXISTING CONFIGURATION EXISTING ANT ENNA GROUND BAR NEAR E-XIST[NG, ANiENNAS WITH COAX GROUND K.T. SEE', DE'IT AIL 5ZG-2 F-"--/'R GROUND WIRE CONNECTIONS, tNNECTIONS, AND SP__E__ DETAIL 3,/G--2 FOR COAX GROUNDING (TYP EACH SECTOR� #-6 AWG STRANDED GREEN JACKET BONDING PANEL ANTENNA 'TO ANTENNA GROUND BAR (TYID . EACH SECTOR) EXISTING GROUND TO ANTENNA GIRCOUIND BAIR AT NEXT SECTOR (TYP.% I(TTYPICAL ANTENNA GROUNDING PLAN ev MINIZ11 p o"V p pr� 10 _o vo AT-111 &T MOBILF-11Y RTC.' BUILDING 3 1822 1 N-E 7211-d WAY 71-ZIEDMOND, WA 98052 P Iryy i yrxrxrrn. "JACr" LJSA 506 SECOND AVENUE, SUITE 15112 SEATITLE, WA 98104 - ---------- — PROJECT NO: 1 BU064 [EAWN BY: F.S. EO BY: L.0 CAD FILE: �� G-3 THE INFORMATION CONTAINED IN THIS SET OF [DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER. THAN THAT WHICH RELATES TO THE. CLIENT NAMED IS STRICTLY PROHIBITED- A&E SEAL FA#:10092563 SHEET NUMBER