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14-1031000 0 Know what's below Call before you dig. BUILDING CODE COMPLIANCE I ALL WORK A1ND WTERVSB SHALL BE PERFORMED ANO INSTALLED IN ACCORDANCE WITH THE CUIIRENf CONDITIONS OF 111E FOILOMINC CODES AS ADOPTED BY THE LOCAL GOVERNING ALTFIORfnES. kOhIONC IN THESE PLF1H5 IS TO 8E CONSTRUED TO PERUIT WORK NOT CONFOWING To THESE CODES: WASHINGTON STATE AND LOCAL BUII-094 CODES: 2012 WASHINGION BUILDING CODE OR LATEST EDITION 2011 NATIONAL ELECTRIC CODE TIA-222-G OR LATEST EDITION I PROJECT INFORMATION I AT&T PROPOSES XO IAODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILTY BY REPLACOLG (6] E%iSNNG Gsil/UYTSILTE AN TIN S (2 PER SECTOR) WITH (6) NEW CSM/LCRMVTE PANEL ANTENNAS (2) PER SECTOR, (9) RRH UNITS (3 PER SECTOR). AND (1) SURGE SUPPRM014 UNIT MOUNTED NEAR ANTENNAS- AT&T ALSO PROPOSES ADDING (1) GPS ANTENNA ON AN EXISTING ICE BRWF- AND REPLACING AN E)CUrING POWER RACK WITH A NEW POWER RACK WITHIN EXISTING SHELTER/EQUIPMENT ROOM.t5� APPLICANT: HIM AT&T MOBILITY RFDS V 2.0 DATED 03/20/2014 RTC BUILDING 3 16221 NE 72ND WAY PROPERT{..y] MUM REDMOND. WA 98052 UNM STATES POSTAL SERVICE LISPS SEATTLE NDC CODE INFORi,UT]ONL• 34301 9TH AVE S 98003 ZONING CLASSIFICATION: OFFICE PARK FEDERAL WAY. WA 96003 JURISDICTION: FEDERAL WAY BUILDING CODE SEE BUILDING CODE COMPLWNCE TOWER DINNER: AMERICAN TOWER CORPORATION crrr h , QT10H fR► m ON HAD Au UTiiUDE: 4T 17' 49.99 N (47.297222) SITE ACOUIc_ITION: 1-0401-7UDL -122' 19' 36.0' W (-122.326666) RYKA CONSULTING 918 S. HORTON STREET. SUITE 1002 TOP OF STRUCTURE AGL t120'-0' TACT WA 98134 BASE OF STRUCTURE ASML• *3"-0" CO: CHRIS DeY015T CONTACT PARR I NUMBEREsI: PH: (206) 523-1941 2021049157 I r1u y&mt 1. PARK[HG REQUIREMINTS ARE UNCHANGED. WESTOWER 222T BOTH AVENUE SOUTH 91 CENT. WA 8032 2. TRAFFIC IS UNAFFECTED. CONTACT: RON EVERSON PH: (253) 246-4348 RF PFAFOEi1LAI�EXNd.L113:$; 7525SE 24TH STREET. SUITE 500 MERCER ISLAND, WA 9WO CONTACT. KENNIETH MOTT PH: (425) 829-0075 SHELTER INFORMATION OCCUPANCY LOAD: 0 BUILDING HEIGHT: 10'-1' CONSTRUCTION TYPE V-B OCCUPANCY GROUP: U TOWER INFORMATION OCCUPANCY LOAD: 0 STRUCTURE HEIGHT: 120'-W CONSTRUCTION TYPE II-B OCCUPANCY GROUP. U CONTACT INFORMATION ENGINEER: GPD GROUP 400 NORTH 34TH STREET. SUITE 216 SEATnE. WASHINGTON 95103 CONTACT; CHRIS SCHEKS PHONE' (206) 204-7399 at&t mobility TAMMY LANE WA6415 10013465 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LOCAL MAP L. Nicholas Federal Wa School or �4II�i Sdmd 5 338th 51 5 340th S1 or a `7 0 c S'' � 5 � Federal Way S RegKmal Library S 343rd St Panther Labe Semmary sc�td 6th AYC S 99 t9 a` C. Si Francis Haspiml Federal Way La Pcl rtr- h A+.cbdemy ID c. FE3arAl W... P rg NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM REGIONAL OFFICE (16221 NE 72ND WAY, REDMOND, WA 9W52): 1. DEPART NE 72ND WAY TOWARD 164TH AVE NE 2. TURN RIGHT ONTO 164TH AVE NE. AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY (491 FT) 3. TURN IEIFT ONTO LEARY WAY NE (0.4MI) 4. ROAD NAME CHANGES TO NE LEARY WAY (OAMI) 5. TAKE RAMP LEFT FOR WA-520 WEST TOWARD SEATnF (0.2MI) 6. TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON (5.OMI) 7. ROAD NAME CHANGES TO WA-516 W (15.OM1) 8. TAKE RAMP RIGHT FOR 1-0 SOUTH TOWARD PORTAND (0.1MI) 9. AT EXIT 1428, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-16 WEST (12.5MI) 10. KEEP STRAIGHT ONTO WA-1B/ S 348TH ST (O.SMI) 11. KEEP STRAIGHT ONTO S 348TH ST (507FT) 12. TURN RIGHT ONTO 97H AVE S (0.21D) DESWTION WILL BE ON THE LEFT. 0.5 MI. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRILYARY 13Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TV CARRIER SERVICES IS STRICTLY PROHIBITED. • '�.; a LJ L. ��,d�'W � id�a:.- R-MNIjj NG Cf# al Faftw war 0"M 4tCWfflWw#v Dwskvfient -(b3400-oa L C"-'.-V6(7--14 LEGAL DESCRIPTION POA OF N 1/2 DAF: BEG CENTER OF SEC; TH N 01-16-46 E ALG N-S C/L 360.52 FT TH N BB-46-14 W 330 Ft TH S 01-16•-46 W 179.36 FT TO N LN OF 5 181.5 FT OF SD NR 1/2 TH N 88-46--40 W 2ZD F7 TH S 01-16•-46 181.5 FT TO E/W 1/4 LN SO SEC: TH N BB-46-40 W 521.95 FT TO A PT 5 8S-46-40 E 1544.35 FT FR W 1/4 COR SD SEC TH N 01-10-59 E 712.14 FT TH N 53-4D-00 W 543-M FT TH N 36-20-00 £ 310 FT: TH ON CURVE TO LEFT RAID 1250 FT THROUGH C/A 18-47-35 ARC MST OF 410 FT TH S 72-27-35 E 789.8.5 Fr TH S 35-00-00 E 134.66 FT TO S LN OF NE 1/4 OF NW 1/4 TH ON SD S LN & S LN OF NW 1/4 OF NE 1/4 S 68-45--47 E 795.73 FT TAP ON 1130 FT RAD CURVE WHOSE CENTER PT BEARS S 84-52-30 E TH SLY ALG S0 CURVE THROUGH C/A 09-57--30 ARC DIST OF 196,40 Fr TH S 44-50-00 E 460 Fr TAP OF BID FF RADIUS CURVE TO RGT TH ON SO CURVE THROUGH C/A 30-OD-0O ARC DIST OF 424.12 Fr TH S 25-10-M W 271.12 Fr TO E/W C/L so SEC TH ALD SD LN N 88-46-40 W 30.36 FT TO CENTER SD SEC & POB DRAWING INDEX SHEET NO: SHEET TITLE T-1 TTTLE SHEET GN-1 LEGENDS, ABBREVAMONS & CONSTRUCTION INSPECTIONS GN-2 GENERAL NOTES C-1 OVERALL SITE PUN C-2 COMPOUNO PUN & EQUIPMENT LAYOUT C-3 TOWER ELEVArDN &NOTITS C-4 SHELTER EQUIPMENT DETAILS RF-1 ANTENNA CONFIGURATION RF-1A ANTENNA CONFGURATION RF-2 ANTENNA & RRH DETAILS RF-3 GPS DCTAU E-1 SCHEMATIC GROUNDING PUN E-2 ONE• -LINE DAGRAM. AC PANEL & DETAILS E-3 ELECTRICAL DO DLASIRAN DIAGRAM E-4 GROUNDING DETAILS E-5 ELECTRICAL NOTES APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: IJWDLORD: IRF MANAGER: SITE ACQUISITION: iDPPS MANAGER: ZONING AGENT: CONSTR. MANAGER: (PROJECT MANAGER: INSB MANAGER: CONSTR. MANAGER: TRANSPORT. EQUIP. ENGINEER: COMPLWNCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 1111x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACTLRY IS UNA OM11ED AND NOT FOR HUMAN IMITATION. A TEC IANICVW WILL YISIT THE STE AS REQUIRED FOR ROUTINE MArNTENANCE. THE PROJECT WILL NOT RESULT IN ANY SKRCEFICANT 0151UREI NCE OR EFFECT ON DRAIN" NO SANTTARY SEWER SERVICE. POTABLE WATER, OR TRASH DISPOSAL IS REOUM AND NO CDmmERCIAL SIGNAGE IS PROPoSM. CONTRACTOR SHALL VERIFY ALL PLANS & MSTING DIMENSIONS d CONDMORS ON THE JOB Sny & SHALL 1MMEDIATELY NOTIFY THE ENGINEER IN WRTRNG OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME �r ■ at& mobil -0 ELAM. G16^r PYK Sdronrr , k- & D■ *ww. Y1G, dk*f kLiA. PYK Sd= -- !Harr & DFW-1, PC c�rgrc 171.•. spe �4, Icy a h]pMvt, n,�. Ar liR>w. �iiaw. NhmSs ■ aN..p..G 2514 PROJECT NO: 2014782.75044.01 DRAWN BY: MOC CHECKED BY: TAS O 05/13/1 _. XRpfS7M1 T0# a I>w A A1' 4. k �? a_ 48666 41414kATI1W Of TAR FLIT A U -e-'smfD ;P R01H915 iL To ALTa TI44 DOCUME TAMMY LANI 75044 34301 9TH AVENUI FEDERAL WAY, WA LTE - MONOPOLE SHEET TITLE TITLE SHEE1 SHEET NUMBER T-1 rn ■ D --a 0 M O m 3- rn rn -:q n c/,) N � co 0 1 Q o 0 o D 0 :3 n Z C O Crn Q � G � D O CJI —' ]0WMW'MALT Pw(w LOT 22'xW SCALE, 1- - 1Q0'—D- 11 07- SCALE: 1- - 200'—D- S VICINITY MAP MWNICAMNS EXISTING FENCED TELE FACILITY EILTsr.Lc 120-0- 1lorbra> TawEle Federal WayV School of Music AT&T mwpa t:s 10 MWFY AN EIMM IIta"M TT38OOYMiINIJLTIOr6 FACIIIY BY RE>PLICa1G t6) Tf I�ANNTEPOM 3381r St �i wn�(raa) r A!! � h St �n PER SECTOR ta) , M= is PFit sTaL:TaTI). Al1D r :,: r• (1) wM SFIP7RE5 m UNIT Mxmo wM AN1ErrrAs. AzrT AID FNOPIkai^.a NIOelO t+� A►rTvalx w AN E7teylllC ICf BRIDGE ANO . ,... � a AN E7O5Yl7O ADWE1l RAgC ■11EL A NF>w E+DWTFI! RMCK �$� o£+ WITHIN DOMM SHELMM/EMPLPM ROOM. Is D AT&T BOUIPNEM SIFLTERAY- R' Federal Way Regional library It/ r take b nLrry 6th Ave S 4 t i TTnora N Ty OVERALL SITE PLAN A GlrlLti Pyfq, sd+orlJ•ri Yore & taEFIRwR� iT10., dLa Oars, PyFrA, Sdwnwr, ON=&EkOwisy PC cnAL�oe muA,►rr: �, I—• Dear+. rAc. a. ws r,4sa+n+•. rw. � arr.r� Tc ms+ PRDJECT NO: 2014782-75044.01 DRAWN BY: YGC CHECKED BY: TAS w =11!4 IdRLm Ha oDfP COr111E1Q5 WAS11l� L�.'� c r �.A 48666 cti v� TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY. WA 98003 LTE — MONOPOLE TOWER SHEET TITLE OVERALLSI E PLAN SKEET NUMBER C-1 ■ 1lpy+hlu�+lq+�+ri1 1 111��11;111;; : Illllrf111�1r11 '' � ^ FEN FH- f 1.111111 [Jill if f l� r. r. r ►• 1. n �1 r��Lji141 \ �1' ,� •� i :,Al I� _ i j� -�- �,'� •� a rmrarll<jnmu n7r ;:irirlr1idrl,� :ram - R / � � `--.� . � I \ �r�i�i%iii" . : "•' ul�rfrrllnfrlrrulFrl� �. � 1 ��� i f4 / �•i, itiz •� � '►,•l1� � r ►, ;�_ . : illfffliilfflllfl!lffl!! � _ �` �" - rsrnl+rrlrrrlFlillrrur �� WIDE GATT: (1) 22'x34' SGALE: 1/4' - +'—O' 11707- SGAIE: 1/11- - 1'—D' •c 1 4• EXISRNG AT&T H—FRAME EXISTING AT&T EQUIPMENT SHELTER COMPOUND SITE PLAN E7 BrN''G AT&T XCE—BRIDGE PROPOSED AT&TPURCRL CABINEF INSTALLED ON TOP OF EXISTING PURCEiL , CABINET � .~ _ •} . cw f EXISTING H—FRAME WRH GPS UNR 1 22'r134" SCJIIE: 3/0' - 1'—O' 11'rr17' SCALE 3/10' - 1'-0' x s 0 PROPOSM 4 aATImws IN EXISTING POWER CABINET 2 PROPOSED EQUIPMENT LAYOUT 3 at&t mobility fC_ -WINVAIrft, c11.1., FTsmn D04AMN Inc dhr G10A Pyle, 4 PC-- Sdmww, Bur- & DaH&% �rt, yPan h, 53�w•tr. Mn!W4.at r—. � Gbu Ff. sanev, Rn+rt owVwn K 2011 PROJECT NO: 2014782-75044.01 DRAWN BY: MGC CHECKED BY: TAS 0 0e/13/sa 1 ssLe rsx a 06/111/14 — PIR 48666 ni 4 IT LS A ,7fkIdI01f pf 1A1f FGR _ - y TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE — MONOPOLE TOWER SHEET MUE COMPOUND PLAN & EQUIPMENT LAYOUT SHEET NUMBER C-2 7 FEF s PROPOSED AT&T PANEL ANT004AS TO BE AWED TO AN E05TIN0 (3) SECTOR WTEkNA ARRAY (1) LTE ANTENNA PER SECTOR FOR A TOTAL OF (3) NEW LTE OpPROPOSED AT&T MOUNTE TO UHTT i10{MT[31 TO EXISTW MOUNTING ATTACHMENT OW OF (1) PER SECTOR) -- PROPOSED AT&T FIRM UNITMOUNTEDQ(pTO EXISTING MOUNTING ATTACHMENT (TYP� OF (1) Pr'3X SECTOR) EXISTING CHAIN LINK FENCE — NO SCALE THE PASSING STRUCTURAL ANALYSIS FOR THE EX STMG TOWER AT THIS SITE WAS COMPLETED BY Xxx)c00%IDPO=XX ON XIODOUDNX X. 20XX. CONFORUNO TO TlA-222-G. ACCORDING TO THE XXI0000IXXX)O=XXx STRUCTURAL ANALYSIS, THE TOWER HAS SUPMENT CAPACITY. STRUCTURAL ANALYSIS NOTE 2 IN ACCORDANCE WITH w DATA SHEET DATED MARCH 20. 2014 VERSION 2 RF DATA SHEET NOTE 3 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO 'ANTENNA SYSTEM LABELING SFANOARD7 ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2- O0. LDF AND SHALL NOT EXCEED 6'-W. 5. ALL COAXIAL CABLE WALL BE SEWRED TO THE DESIGNED SUPPORT STRUCTURE IN AN APARMED MANNER, AT INSTANCES NOT TO EXCEED 4'-0' OC. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMIAE14DATIONS REGARDING BOTH THE INSTALLATION AND GRDUNDNG OF ALL COAXIAL CABLES. COMNMORS, ANTENNAS. AND ALL OTHER EOIIIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. B. CONTRACTOR SMALL GROUND ALL EOUIPMENT. INCLUDING ANTENNAS. RET MOTORS.. TWU'S, COAX CABLES. AND RET CONTROL CABLES AS A COAXPTETE SYSTEM. GROUHOING SHALL BE EXECUTED BY OUAUFIED VOREME7N IN COMPX.IANX2: MATH MANUFACTURER'S SPECUFICATXOH AND RECOMMENDATION. 9. CONTRACTOR SMALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. COM CABLES. AND REY CONTROL GABLES. CABLE STRAIN -RELIEFS AND caBLE SUPPORTS SHALL BE APPRDVEO FOR THE PURPOSE. INSTALLATION SMALL BE IN ACC 0ANCE WITH MANUFAaURFR'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STA.CXABLE SNAP HN HANGERS. IF EXXSTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EIXISTTHG MANGERS WITH NEW SW IN HANGERS IF APPLKABLE o x NA CABL OTES 1 4 EXISTING AT&T PANEL ANTENNAS TO BE REMOVED DUSTING AT&T RRH'S TO BE REMOVED IXXSif, OTHERS ANTENNAS DUSTING 120'-0' MONOPOLE TOWER EXISTING OTHERS ANTENNAS EXISTING AT&T (1) FIBER LINES (2) DC LINES- C rc o h U m Z , �S �j EXISTING C"N USNK FENCE — MaMfureluffuWAgivulmn 71 NO SCALE 1 6 � att mobility ra • Ah, Glen. Pyle. Sdwnw, am" Mi DdjrA A, Irw— dnt C+hLn, PIS. *sdwmw, L[WSIXN & T7 dAW0 % PC cq,*,4 cw, Wr. sdo w, tea,., a a ww. 1r m G,a W450_rga aa.N~6ff Nu PROJECT NO: 2014782.75044.01 DRAWN BY: MGC CHECKED BY: TAS O1 OSt/1]/14 6'9[1LD lx1R OCM511nICifOe+ B as/W/u wfflm X�EIe a.Exr caNYi>iX2 NNAS111 � CO 1-6 ;P ,. 4W6 R 5 A NOLAWN OF IM k1l F. IRas ALTER TTr4 d0uha R. TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE TOWER ELEVATION & TOWER DETAILS SHEET NNIMBER C,3 NOTES: 1. MAXIMUM WEIGHT WITH EQUIPMENT = 150lbs. 2. ATTACH CABINET TO EXISTING STEEL PLATFORM USING 1/2.0 BOLTS/J—BOLTS. 3. AN ISOLATOR BASE IS REQUIRED WHEN MOUNTING DIRECTLY ON CONCRETE PAD. PURQELI, FLX12WS C60INET MANIIFACTURERI ALCTEL—LUCENT MODEL: 9926 BBU HEIGHT: 19" WIDTH: 3.469"; 2U (RACK UNITS) DEPTH: 11.81" WEIGHT: 26 LBS 19.0" ME i= i E r-- BOLT HOLE PATTERN HOLES 24.00- NO SCALE 1 1 1 TE43 RACK O U ATION PLAN 5 ' NOT USED I N0 SCALE 2 NOT USED A 3 NOT USED MOUNTING OPTWNS PER MANUFACTURER: WALL, H—BRACKET OR PIPE UP TO 3.5" O.D. CABLE TO ENTER ANY OF THE (4) SIDES AND EXIST ANY OF THE (3) REMAINING SIDES J REMOVABLE COVER NOT SHOWN FOR CLARITY MANUFACTURER: ROSENBERGER MODEL: FB-15—ABOX CEO 10505 EKCESS FIBER CABLE ENCLOSURE DIMENSIONS 181N x 18"H x 4"0 CAPACITY 35rn (115t) OF 10MM CABLE FIBER CAB NCLOSUR NO SCNE 4 D l� at &t mobility �A GIs^ Pe^ SCite W LT M & I7e11eMk, Twe, 40 CAL ft* Sd1mw. R,mw & De WN% PC PROJECT NO: 2014782.75044.01 DRAWN BY: MGC CHECKED BY: TAS o-11311+ Hewn tlrt � e oe/p I Pala Put dexr OOMMU re i LID 48666� EXP:RE90 Wft His D+*mu- TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE E OOR EQUIPMENT DETAILS _] SHEET NUIWBETI C-4 i>IDTNERMIC CONNECTION LMH ANId1L CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR GROUND ROD TEST GROUND ROD WITH INSPECTION SLEEVE SINGLE POLE SWITCH DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE (2) TWO NIPS 48-TB SMOKE DETECTION (DC) EMERGENCY LIGHTING (DC) SECURITY UGNT W/PHOTOCELL UTHONIA ALXW LED-1-25A400/51K-SR4-120-PE-DDDTXD CHAINUNK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER WORKPOINT SECTION REFERENCE DETAIL REFERENCE 0 4.y.A.A•a•A•yA•a•a•1•►•.•/..rArA. A....,.,.,y,yrA.AryA•A•A•y w*yr •.+.r.+.T.•..►Oaf r••aTa� ..� rr4r�r.+a•.•a•. --r—r—w—r—r—r—r- -rA•—rw—w—ra—w•—wt—w•—vN—w+— - -.rn W.P. 70L xrx xx ED 1 AB ANCHOR BOLT ABV ABOVE AC ALTERNATING CURRENT ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AFG ABOVE FINIV.EA GRADE AIC AMPERAGE INTERRUPTION CAPACITY AWN ALUMINUM ALT ALTERNATE ANT ANTENNA APPROX APPROXIMATE ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BATT BATTERY BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BIC BARE TINNED COPPER CONDUCTOR BOF BOTTOM OF FOOTING CAB CABINET CANT CANTILEVERED CEC CALIFORNIA ELECTRIC OOOE CHG CHARGING CLO CEILING CLR CLEAR COL COLUMN Comm COMMON CONC CONCRETE CDNSTR CONSTRUCTION DBL DOUBLE DC DIRECT CURRENT DEFT DEPARTMENT OF DOUGLAS FIR DIA DIAMETER DWG DIAGONAL DIM DIMENSION DWG DRAWING OWL DOWEL (E) EXISTING EA EACH EC ELECTRICAL CONDUCTOR EL ELEVATION ELEC ELECTRICAL EAR ELECTRICAL METAWC TUBING ENG ENGINEER EQ EQUAL EXP EXPANSION EXT EXTERIOR FAB FABRICATION FF FINISH FLOOR FG FINISH GRADE FIF FACIUTY INTERFACE FRAME FIN FINISHED) FUR FLOOR FON FOUNDATION FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FS FINISH SURFACE FT FOOT FIG FOOTING CA GAUGE GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GIB GLUE LAMINATED BEAM GLV GALVANIZED CPS GLOBAL POSITIONING SYSTEM GNO GROUND GSM GLOBAL SYSTEM FOR MOBILE HDR HEADER HGR HANGER HVAC HFAT/VDNTLATION/AIR CONDITIONING HT HEIGHT IGR INTERIOR GROUND RING IN INCH INT INTERIOR LB(S) POUND(S) LF LINEAR FEET WAS MASONRY MAX MAXIMUM NB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MISC MISCELLANEOUS NIL METAL MTS MANUAL TRANSFER SWITCH MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE NO.(/) NUMBER NIS NOT TO SCALE OC ON CENTER OPNG OPENING (P) PROPOSED P/C PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES PCU PRIMARY CONTROL UNIT PRC PRIMARY RADIO CABINET PP POLARRING PRESERVING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PWR POWER CABINET OTY QUANTITY RAD RADIUS RECT RECTIFIER REF REFERENCE REINF REINFORCEMENT REO'D REQUIRED RET REMOTE ELECTRIC TILT RMC RIGID METALLIC CONDUIT RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT RWY RACEWAY SCH SCHEDULE SHT SHEET SIAD SMART INTEGRATED DEVICE SIN SIMILAR SPEC SPECIFICATION so SQUARE SS STAINLESS STEEL SIT) STANDARD STL STEEL STRUCT STRUCTURAL TEMP TEMPORARY THK THICKNESS TMA TOWER MOUNTED AMPLIFIER TN TOE NAIL TOA TOP OF ANTENNA TOC TOP OF CURB TOF TOP OF FOUNDATION TOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL TOW TOP OF WALL TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE UNTs UNIVERSAL MOBILE TELECOMMUNICATIONS UPS SYSTEM UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) VIF VERIFIED IN FIELD W WIDE W/ WITH WD wow W.P. WORK POINT WP WEATHERPROOF WT WEIGHT ABBREVIATIONS 2 LIST OF CONSTRUCTION INSPECTIONS LIST OF ITEMS REQUIRING CONSTRUCTION INSPECTIONS INSPEC71ON OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS PER SECTION I9D9.1 OF THE IBC el TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENy-TµICED IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING - X ACI 318: 1910.4 PRESTRESSING TENDONS, AND PLACEMENT 3.5, 7.1-7.7 2. INSPECTION OF REINFORCING STEEL WELDING ON AWS D1.4 _ ACCORDANCE WITH TABLE 1704.3, ITEM 5b. _ - AN 318: 3.5.2 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF ACI 318: 19D8.5, CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN _ 8.1.3. 21.2.E 1909.1 INCREASED WHERE STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS INSTALLED IN WARDED - X ACI 318: 3.B.6, 8.1.3. 1909.1 CONCRETE 21.28 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X AD 313, Ch 4, 5.2-5.4 1904.2. 1910.2. 1910.3 6. AT THE TIME FRESH CONCRETE IS STAMPED TO ASTM C 172 FABRICATE SPECIMENS FOR STRENGTH TESTS. x _ ASTM C 31 1910.10 PERFORM SLUMP AND AIR CONTENT TESTS. AND ACI 318: DETERMINE THE TEMPERATURE OF THE CONCRETE 5.6. 5.8 7. INSPECTION OF CONCRETE AND SHOTCRETE x - ACI 31& 1910.61 1910.7. PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 5.9. 5.10 1910.8 e. INSPECTION FOR MAINTENANCE OF SPECIFIED X - ACI 318: 1910.9 CURING TEMPERATURE AND TECHNIQUES. 5.9. 5.10 9. INSPECTION OF PRESTRESSED CONCRETE a. APPLICATION OF PAESTRESSING FORCES. - - ACI 315: 18.20 _ b. GROUTING OF DONDED PRESTRESSING TENDONS NCI 318: 18.18.I IN THE SEISMIC -FORCE RESISTING SYSTEM. - _ ACI 31& 10. ERECTION OF PRECAST CONCRETE MEMBERS. _ _ Ch. 16 _ 11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN PQSTTENSIONED CONCRETE AND PRIOR TO REMOVAL x ACI 318: 6.2 -- OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLAB. 12. INSPECT FORMWORK FOR SHAPE. LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING X ACI 31& 6.1.1 - FORMED. CONSTRUCTION INSPECTIONS Go 3 at&t �. mobility wfiiffoowwl� cam �- DIFIRYOI6 MAC•. &@ G16UM PONR, Sdm w, luau & D*Wfvr, PC GON%W wpww fly. Scab—, lr,s • oekw w- I.c. a+c� Iyl,. savor, s.r. � orFLrian,» LOIN PROJECT NO: 2014782.75044.01 DRAWN BY: MCC CHECKED BY: TAS aam I= CONSTisIL1MM1 FeAse7 PIP *MIT CaMHDM v� S' C - „ 43666 � IS A %WUTIXM OF LAW FOR ANY Pf3Mk TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE — MONOPOLE TOWER SHEET TITLE LEGENDS, ABBREVIATIONS CONSTRUCTION INSPECTION SHEET NUMBER GN-1 I& THE PURpaW OF CONSTRUCTION BRAWINGS, THE FOLLOWING DEFINT05 SHALL L APPLY: G04EM CONTRACTOR - 1NESTOWER CONTRACTOR (ODWMLICIIDH) 004 EN - AT&T E W AOD R - GPD [STOUP 2. ALL SITE WORK SHALL BE OOIpLEIED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS- 3. GENERAL CONTRACTOR SHALL V19T THE SITE AND SHAD_ FAIRELIARRE HIMSELF WITH ALL CONDITIONS AFFECTING TEAL PROPOSED WORK AID SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPON ER EK FOR FAMILIARIZING HIMSfIf WITH ALL CONTRACT DOCUMENTS. FR1A CONDFKM- OIMMOONS. AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TD PROCEEDING WITH CONSRUCTION- ANY DISCREPANCIES SHAD. BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNSHED AND RMU ATKINS, AND ORDINANCES C�ERAL SHALL Oi 1FA OR SHALL ISSUE CE WITH ALL APPROPRM7E N AANN CODES, ODWLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AID LAWFUL ORDERS OF ANY PUBLIC AUTHORITY RjECARDHNC THE PERFORMANCE OF WORK. 5. MUNICIPALALL WOW CARRIED OM SHALL COMPLY WITH ALL APPUCABLE SSpMFI�CATIONS AND LOCAL JURISDICTIONAL CODES DNWNCES,AND APPLICABLE REGULATIONS. 6. R THE WORK LINCLUDE SNING DNTAPPURTENANCES- AND N To COMPLETEAINSTAL INSTALLATIONS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TD BE SCALED. THESE PLANS ARE INTENDED M BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE THEREFORE, IT IS CRITICAL TO FIELD VERIFY DNM]ISIDNS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 04INEER PRIOR TD PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DES" INTENT' MODIFICATIONS MAY BE REOUpED WORK AND PREPARED B1' THE ENGINEER CONDITIONS AND SUCH PROCEEDINGNS SHALL WO BE INCLUDED AS B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 9. IF THESHALL PRROPOSSEE AN ALTERRATIVE INSTIAM EQUIPMENT TALATION SPACE FOR APPROVAL BY THE ENBE WALLED AS SHOWN On THESE GINEER P' THERIOR PROCEEDING. 10. GENERAL CONTRACTOR SHALL DE RESPONSIBLE FOR THE SAFETY OF WORK AREA. ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. II. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHAU_ BE DONE IN A WORKMMUKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPUCABEE CODES AND THE REST ACCEPTED PRACTICE ALL MEMBERS SHALL BE LAUD PLUMB AND TRUE AS INDICATED ON THE DRAWINGS, 13. SEAL PSDICTION, CONTRACTOR SHALLKEEPAREA CLEAN. RATED AREAS WITH UHAZARD FREE. AND L LISTED MATERIALS D By LOCAL JURISDICTION, ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED 15 REPRES04TED By LIGHT SHADED LINES AND NOTE;. THE SCOPE OF WORK FOR CO TNTRACTOR OF A24YAHY THIS PROJECT IS REPRESENTED NG CONDRK7FIS THAT DEVIATE DARK SHADED UNES AND NFROM THE O HCS PRIOR NTO OTIFY THE BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EQ5TING IMPROVEMENTS. PAVEMENTS. CURDS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SWILL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GE S ADDER CONTRACTOR SHALL MAINTAIN CHANGE ORDERS IN GOOD THE PREMISES AT OUALL� COMPLETE SET OF PLANS WITH ALL REVI21. THE GENERAL CONTRACTOR SMALL PROVIDE PORTABLE FIRE EXTINGDASHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A10-13:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORMONS OF WHERE THE WORK 1S BEING COMPLETED DURING CONSTRUCTION. 22. ALL S GACTwE WHERE REQUIREDSWFOTR THE PROSLECTRIC, AND PER EXECUTION OF THE WORK$SHALLHALL BBE RELOCATED AS PROTECTED AT DIRECTED 13Y THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE COMPACTOR WHEN EXCAVATING OR ORILLNG PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED `.,PACE. C) ELECTRICAL SAFETY, AND D) TRENCHING M: EXCAVATION. FERE WITH 23. �CUTIOiNNONACTLVE F ETIa WORK. SHALL BE WATER, RO OVEA, CAPPED. PLUGGED OR OTHERWISWHICH DISCa DISCONNECTED AT POINTS WHvi WILL NOT INTERFERE WCTK THE ExECUT117N OF THE WORK. AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJWT'TO THE APPROVAL OF THE OWNER ANO/OR LOCAL UTILITIES. 24. UUIPMEM OR DRIVEWAY, OF THE SRSRAi- BE f,FADpRopEM OLD IYNFA BY THE R K AND NOT COVEF" BY THE TOWER. UNIFORM SIAPE AIP STAMUTFA TO PREVENT EROSION. 25. CONTRACTOR S}GALL MINIMIZE LIRSTURBAJRCE TO THE EX=NG SITE DURNG CONSTRUCTION. EROSION CONTROL mmuRes. IF REQUIRED EROSION AND SM%V f CONTROL BE IN CONFORMANCE WITH THE FEDERAL 26 ISHALL NOT L EM No BANKMENT MAT IJ L IA SHALL BE OR ACED ON EMBANKMENT. FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 90 PERCENT STANDARD PROCTOR MSFILL OORR IN OTHER MATERIAL PRETRENCHES IN PUeIJC: RIGHT OF -APPROVED BY THE LOCAL JURISDIY SK46LL CTION. 20. BE BACxFILLE4 WITH F1OWA8LE 20. ALL NECESSARY RUBBISH. STUMPS. DEBRIS. STICKS. STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS. CATALOGS. SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUIBMiT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED), 33. OCCUPANTY IS UMRED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLD WASTE CONTAINERS ALE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION ATE1T MOBILITY GROUNDING STANDARD 'TECHNICAL SPEiCIETCA ION FOR CANfS1RIACSRDN OF CSM/CPR^ WIRFIESS SAES' AND TECHNICAL SPECIFICATION FOR FACILITY GROUNDING`. SN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION `=ECIFICATWR AND THE DRAWINGS, THE DRAWINGS SHALL WfiRN' 36. CONTRACTORS SHALL BE RESPONS k FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF C09TRACTDR CANNOT OBTAU,I A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A ONLY BASIS. 36. � ��STE OWNER. CO TMNPTRACTORS SHALL DRAWINGS WAS NOOTIEYTHHE EHGINCER AINED FROM OF ANY DISCREVISITS PANCIES PRIORINGS FTo 'Rt7VIDED ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. Ali 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/T1A-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS N= OTHERWISE 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANTIEC IN ACCORDANCE WITH ASTM A153 'ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE_ . UNLESS HOM OTHERWISE 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A7e0. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A SO -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 46. PRIOR TO ..TOTING ANTENNA AZIMUTHS AND DDWNTILTS. ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WTTHIN +/- 5% AS DEFINED BY THE WO& ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS, REFER TO ND-00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL f. SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. T%WS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4'-O' MIN CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SWILL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION DOTH SIOE5 OF THE CONNECTOR- B. CROUHOING AND ANTENNA HARDWARE ON THE NOT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE EXAMPLE OF SOLID SURFACE: GROUND BAR. ANTENNA BRACKET METAL 55. ALL BM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE 5B. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). 50. THE: FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS. CHANNEL CABLE TRAYS. OR CAME TRAY, WHEN INSTALLING FIBER OPTIC TRUNK CABLES WTG A CABLE TRAY SYSTEM, THEY ;HAIL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHOAL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6D) SIXTY FEET AHD SECURELY FAS`IENED TO THE CABLE TRAY SYSTEL NFPA 70 (NEC) ARTICLE 770 RULES SMALL APPLY. 67. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS. CHANNEL CABLE TRAYS. OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS GABLES ARE NOT SUBJECT TO PHY`3UCALNDDAMAGE, CABLES OT EXCEEDING 6S SEAL BE PERMITTED IX FEET. AN EXCEPTION; A TR SITIO N� BETWEEN CONDUITS, CHANNEL GABLE TRAYS. OR CABLE TRAY WHICH ARE SERHNG UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (5) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONONU01A5 SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULE; SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. [64N *Z0 weisi k1pitmal11 MN z nQ&w&sA1RL-h= ANTENNA _ e3. TYPES AND SIZES R�VERIFACTUAL ALE 1GTH�@ASEDDM ESTIMATED UCTWN LAYOUT AND NLENGTHS' PRIOR To OTIFY THE CABLE, MAKAJ:TO PROJECT MAINAC.ER IF ACTUAL LETRGTHRS EXCEED ESTIMATED LENGTHS. 62.CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 63.CONTRACTOR SHALL CONFIRM COAX COLOR COOING PRIOR TO CONSTRUCTION, REFER TO 'ANTENNA SYSTEM LABELING STANDARD' ND-00027 LATEST VERSION- 64. ALL JUMPERS TO THE ANTENNAS FROM THE AWN TRANSMISSION LINE SHALL BE 1/2' DIAL LOF AND SEAL NOT EXCEED 6'-0'. 65.ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC. NG BOTH THE 66. AN GROUNDING OF COAXAL CABLES. CONNECTORS, ANTENNAS, AND ALL OTHER TION CONTRACTOR SHALL FOLLOW ALL OTHER EQUIPMENT. 67. 1A THERpRODf11TPACM �SHALL BE COMPLETED IN SS[R ACCORDANCE WITHor ALL ANTENNA CONNECTORS WITH AT&T STANDARDS. TAPE. 68CONTRACTOR SAL PRIOR N E ESP SIBLE TO INSTALLATION. ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE A 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENNDATKINS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DMGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. ALL USING U�TYLRTAPECOAr" INSTALLATION ANDSSR" BE FINAL CONNECTIONSAREMADE BCEPT THE RET CONNECTORS BUTYL TAPE SHALL HAVE MINIAWM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPTLDOFlNG SHALL BE SMOOTH WITHOUT BUCKLING. BUM BLEEDING IS NOT ALLOWED. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. B. PANT COLOR MUST BE APPROVED BY BUILDING OOWER/LANDLORD. C.FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO HOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73.ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A GROUNDING AT THE ANTENNA LEVEL B. GROUNDING AT MID L EM. TOWERS WHICH ARE OVER 200'-0', ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EOUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 74.ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TEFWkNATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0' BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 76. ALL CONNECTIONS FOR HANGERS, SUPPORTS. BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIOf& 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-D' T-BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC. 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LONE THOR EXPOSURE TO HAZARDINCLUDE LIMITED MCOURSES AC C CATINS,AROPTPERSONALPROECIIEOPMpT USAGE EOMLY TAIWATEEETINGSAND A DTINFR PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED- THE COHERACTDR AHD SUB_COHTRACTORS SOW. BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREAL AO.IACH7IT ARfC1LS D ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WOW LNDER CONTRACT. THE Cot SHALL REVIEW ALL LANDOWNER. PRIME CONTRACTOR. CARRIER, OSHA AND LOCAL SAFETY GUIDELINES AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE INDUSTRY SCHEDULED 2.ALL SAFETY INTERVALS DDALL INSPECUIPMENT �TIOLNS SHALL -DOCUMENTED PER APBE INSpo= ACcoRDING To ALLPLICABLE HA DCODES AND STANDARDS. 3. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY, ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAM AND MONLTOREO TO ENSINSE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHAL MINTER WORKING OIR DKUSTNNO COMMON6CJITIONN TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION:. TRAINED TO USE THIS FALL PROTECTION PROPERLY. AND THE USE OF FALL PROTECTION MUST BE CONSISTETNFLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONTIRUGT14N SAES- ALE. ELECTRICAL WORKERS; SHALL HAVE CURRENT CERTIFICATIONS WHICH SATISFY ALL TRAINING REOGAREMFNTS FOR THE ELECIT14AL WORK THEY ARE PERFORMING PER OSHA STANDARDS- ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK QUALIFIED By SR REVOLTAGES SKALLPERFORMED CARRIER. OSHA, RFPA 70. AND LOCALSAFETYANDALLSHALL 'TOR. PRESENT FOR EACH TASK THE CONTRACTOR SHALL ALL LANDOWNER- RNO Y _ TWSS OONFORM i0 THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORMAC 1 41-` atact mobility j CLAW, PYI4 SNh--, Blau D Da-wmf% }A-, AsCABLU, PV6, Sd1 rnw, Bum & D11 W-N , PC � rGr..r_ Mr.>e�e. sm+s a ATTAR PC Y01N PROJECT NO: 2014782.75044.01 DRAWN E Y' MGC CHECKED BY: TAS BBa/t A 6/�#XPc N 2RFW- y 'y 48666 ,n 1T 15 R YMATION of TAMMY LANE 75044 34301 STH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET 7TTLE GENERAL NOTES SHUT NUMBER GN 2 RAD NUMBER ALPHAANTENNA SECTOR A.Z[I1111H CENTER OF ANTENNAS GSM 1900 50' 11 W-0' 1 GSM NO UMTS 1906 UMTS 650 1 LIE 700 SO' 11W-0' BETA ANTENNA RAO NUMBER SECTOR AZIMUTH CENTER OF ANTENNAQ GSM 1900 CSM 650 215' 11r-w 1 UMTS 1 UMTS 650 LIE 700 215' 11B'-O' 1 GAMMA ANTENNA RAO NUMBER SECTOR A7IMUTH CENTER OF ANTENNAS GSM 1900 320' 1187-0' 1 GSM 650 uMTS 1900 UMTS 650 LTE 700 320' DUSONG AT&T PANEL ANTENNA AND TMA TO BE REMOVED [LTE 7001 (KMW AM-X-CO-17-65-0OT) (1 PER SETOR, 3 TOTAL) � EX4S71NG AT&T (1) .SURGE SIiFAP.r SOR F3WOED TO EXISTING ANTENNA AR61 - EXISTING AT&T GSM/UMTS/L1E ANTENNA TO BE REMOVED [GSM 1900/650. UATS wo/Bso) (1 PFR SECTOR. 3 TOTAL) EXISTING AT&T PANEL ANTENNA AND TMA TO BE REMOVED [LTE 7001 KMW AM-X-CD-17-65-O0T) (1 PER SETOR, 3 TOTAL) E�) EX6NNG ANTENNA CONFIGURATION AND SCHEDULE' --]-- ANTENNA 7MA RRH BRAND NMUwMB� O1Y. ANDREW OBXLH-6565A-R2M 782-10406 KMW AM-X-CO-17- - ANTENNA TWA ANTENNA MODEL MODEL BRAND NUMBER NUMBER ANDREW OBXLN-6565A-R2M 782-10406 KMW AM-X-CD-17 .... _ TMA ANTENNA MODEL MODEL BRAND NUMBER NUMBER ANDREW OBXLH-6565A-R2M 782-10406 KMW AM-X--00-17-65-00 ; - 0 0 1 0 TILT REf CQ,AXIAL LE D6'I.DIED ELE,r. OTT'. LENGTH DIAL 2 2 YES YES 2 2 2 138 1-5/8' YES YES 2 2 6 6 YES 0 0 YES FIBER NO TILT RIFT COAXIAL CABLE DIPLEXED ELEC. OTY. LEN07H DUL 3 3 YES 3 3 YES 2 138 1-5/e' YES 3 3 YES 7 7 YES 0 0 YES FIBER NO TILT COAXIAL CABLE RRH RET DIPLEXED OTY. LEECH. ELEC. OTY. LENGTH DIAL 0 O YES 2 2 YES YES - 0 YES 2 138 1-5/8' 0 0 0 0 YES 1 2 0 0 YES FIBER NO 4IN ACCORDANCE WITH RF OATA SHEET DATED MARCH 20. 2014 VERSION 2 EXISTING ANTENNA LAYOUT A1 �? Ekr5nNG AT&T CSM/uwrs/LTE IdPrD— � ` TO SE RE)ADVED [GSM ma/BSO, uMTS 1900/850] (t PER SECTOR, 3 TOTAL) E7115T1NG AT&T PANEL ANTENNA AND TMA TO BE REMOVED [LTE 7001 AM-X-CD-17-65-OOT) (1 PER SETOR. 3 TOTAL) 0 DQSTIHG RRH TO BE RODCATED TO PROPOSED COLLAR MOUNT (IYP OF 3) EXISZING ANTENNA COLLAR TO REMA;N E1100NG AT&T GSMAIMTS/LTE ANTENNA TO BE RIEMOY m [GSM 1900/650. UMTS 190CABOI (% PER SECTOR. 3 TOTAL) 0 NOT TO SCALE � at&t . !_- mobility • A6, Cher, r * 8 *—,'k— s >SuFlw w4 hkr� &a G60I, POK sdwam, Now a 0*bmw, PC ON 9; + #Pl*.R)YAaR-@w &***W-e PC 7at't PROJECT NO: 2014782.750"JGC DRAWN BY: CHECKED BY: D N bM Ism IaA eaRslldclnN/14 LonG3/13/14 AE G 071f)Q115/14 ��. 4v.�sf�� �C h_ 48666 _Ab, IT IS A VMATKM OF VWTOR TlIE E P lib$ ALiF11 1EpS ooculExr. TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE — MONOPOLE TOWER SHEET 11RE ANTENNA CONFIGURATIONS SHEET NUMBER RF-1 z is PROPOSED ANTENNA CONFIGURATION AND SCHEDULE* TILT COAXAL (JAeIE ALPHA ANTENNA RAD NUMBER AME]NNA ANTENNAM� R H RET DIPLEXED SECTOR ADMUTH CENTSOF AN1E71WLS BRAND NU1 BER NUMBER MESH. ELEC. OTY. L.ETIGTH I ow GSM 1900 GSM 850 UMIS 1 so• 11e•-0• UMTS 850 LTE WCS LTE 19D0 51 118'-0' CTE 700 2 2 YES 2 2 YTS YES 2 138 7/8• 2 2 YES 1 dbSPECTRA DS7W2GT8-Vr (2) 782-10406 1 0 6 6 1 ALU M BETA Allr� RAID i 1 ANTENNA SECTOR AZIMUTH CENTER OF BRAND GSM 1900 GSM B50 UMTS 1 21S 118'-0' Um 850 LTE WCS LTE 1900 216 11B'-0' LTE 700 5 5 YES YES FIBERNO 5 5 YES 3JR52703AAM - 1 2 0 0 YES FIBER No TILT COAXIAL CABLE ANTENNA TW RRH REf DIPLEXED MECH. ELEC. NUMDEL BER MODEL NUMBER OTY. LgNMH I DLA. J 3 YES 3 3 YES 2 138 7/6* YES 3 3 YES 1 I &SPECTRAI DS7W20T8-VT (2) 782-1D406 1 0 7 7 M AMA ANTENNA RAD NUMBER I ANTENNA SECTOR AZWJM CBM OF BRAND ANTNAS GSM 1900 GSM 850 UMTS 1900 1 320' 11B'-0� UMTS 850 LTE WCS LTE 19W 320' 118'-0' LTE 700 EXISRNG DC5 SURGE ! a PROTECTION UNIT � EXISTING COLLAR 2 1 2 YES YES FIBER NO 3JR52703AAAA - I 0 2 0 2 0 YES FIBER NO ANTENNA ANTENNA MODEL NUMBER TW MODEL NUMBER RRH OTY. TILT RET COAXIAL CABLE OTY. LENGTH DIA. MECH. ELEC. 2 7 2 YES 2 2 YES YES 2 139 7/8' 2 2 YES 1 I &SPECTRAI Ds7W2oTe-vr (2) 782-10406 1 0 L g ALU M 2 2 YES 2 2 YES FIBS NO 0 0 YES FIBER NO 3JR52703AAAA ` 1 0 0 0 YES •IN ACCORDANCE WiTh RF DATA SHEET DATED MARCH 20. 2014 VERSION 2 EXISTING MONOPOLE TOWER Y. -� PROPOSED 9)iC6 SURGE E 70 FkISDNGR AIITF]iltA MOUNT PROPOSED LTE ANTENNA, MOUNTED ON E]OS'DNG PIPE MOUNT [LTE 1900/7001 (ALU A.A. 3JR52703AAAA) (TYP OF 1 PER SECTOR, 3 TOTAL) 1 3 to 2 NF-R Y� PROPOSE* AT&T GSM/UMTANTENNA ON e f7(IS{1NG PIPE PIPE YOUNT [GSM � 2 19DD/650. UHTS i9D0/5-%D. LTE WCS] e {OBSPEICTRA osiA:2u1e-VT) (1 PER SECTOR, TYP OF 3) RF2 PROPOSED ANTENNA LAYOUT PI M P, 0 B PROPOSED AT&T LYE RRH ON PROPOSED COLLAR MOUNT NOTES: 1.) DO NOT USE COAX LENGTHS FOR CUT SHMM EWMAns ONLY. COWM THAT GENERAL CONTRACTIOA 2.} U%NG LATEST ►ETRSM OF R IS NOT TO SCALE] 1 r-- at �. mobility GIrR P1'w Sdwnmti DAFIBra4 UIy, d w Gha pvw somm, Doan a D*w4 b PC peq.y�pw, A�sec�.AraaOelWp� 1•c. PROJECT NO: 2014782.75044.01 DRAWN BY: MGC CHECKED BY: TAS 0 M/13/14 691E0 f01e OMMUM N mM/14 PLti® Y4R f3Auff 001r1711s A 04/21/M'�S911m1p + 48b66 TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE — MONOPOLE TOWER SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF-1 A NOT USED ALCATEL—LUCENT 9k42 RRH2x4D—D7—L DIMENSIONS. WxDxH: (10.63"x8.9"x2O.57 270x226x520mm WEIGHT, WITHOUT MOUNTING KIT. 60 Ibs POWER SUPPLY. -49V TEMP. RANGE W/OUT SOLAR LOAD: (-40'F TO +131'F) -40'C TO +55!C .O 0 n m I �r EXo,-19�n T:GNIxlXxts — 1 BMW UWSHAt�L aE�+aCPdiinIY 8 15/16" A7hICHIL6IiT 11�/ILIFACIUIE1t LRRH SPECIFICATIONS 7 0 dbSPE TRA ❑57W2 T8—VT DIMENSIONS. HxWxD: 1841.5x673.1s254mm (72.5"x26.Vx1O7 WEIGHT: 195 Ibs NO SCALE SPSP CI�FICATION5 ALCATEL—LUCENT RRH025—MACS O O DIMENSIONS. WxDxH: (12.00"x8.70"x31.50") BOOx305x22Omm WEIGHT. WITHOUT MOUNTING KIT. 31.5 Ibs POWER SUPPLY: -48VDC TEMP. RANGE W/OUT SOLAR LOAD: (-40'F TO +131'F) -40'C TO +55-C NO SCALE 1 4 NOTE: ANTENNA NOT SHOWN FOR CLARITY PROPOSED RRH >s 1s-t RF s RRH MOUNTING PLATE PIPE MOUNT BRACKET (IYP OF 2) PROPOSED 2 3/8- ANTENNA MOUNTING PIPE RRH SPECIE — W S RAYC CS-4A-6 —18-8F DIMENSIONS. WxDxH: 25Ox610mm 01'x241 NOMINAL OPERATING VOLTAGE NOMINAL DISCHARGE CURRENT: MAXIMUM DISCHARGE CURRENT: MAXIMUM CONTINUOUS OPERATING VOLT VOLTAGE PROTECTION RATING: WIND LOADING: TOTAL WEIGHT: AND RRH ANTENNA PIPE MOUNT DETAIL NO SCALE 1 7 1 DC6 SURGE SUPPRESSION SPECIFICATIONS 1d' 24.6' NO SCALE 2 aooa 12.00" NO SCALE 1 5 11" ALCEL—LUCENT ANTENNA 3JR52703MM DIMENSIONS. HxWxD: 2436x307012mm (96.0"x13.i"x18.57 NET WEIGHT: 163E on NOT USED ®B PROPOSED DC SURGE SUPPRESSOR 4 5 WZWU PROPD 4 I I I ON PROPOSED PfPE MOUNT I I (1PR)OF'OSEO 1-PAIR FIM CABLE (TYP) I 1 I I I I I I I I I t(1] PRCPOSED s DC( PROPOSED POWER ICABLE CrfP) f J EXFSiI1G MONOPOLE 13.4' NO SCALE 3 NO SCALE PROPOSED ANTENNA PIPE MOUNT (TYP) PROPOSED LTE ANTENNA ON PROPOSED PIPE MOUNT ((f) F�M/OSED FIBER TRUNK A161 12) pROpOSm 3-PAIt OC FOWiT1 TRUNK ROUTED IN PROPOSED CW6AN P&C REX Cp:UGAM FLEXIBLE CONDUIT INSIDE MONOPOLE A1SG CABLE (IYP) PROPOSED COAX JUMPER (1YP) NO SCALE I 8 I LTE ANTENNA MOMUTINGDUAL I NO SCAM 1 9 GLflr. ry1R� Stlllprsr, IJMms � DrFMN�ey Imo, �a Ckw�. r'Y1eI. Shcnlry Ru1r Jk DNJ�s614 PC PROJECT NO: 2014782.75044.01 DRAWN Br MGC CHECKED BY: TAS £D 1R aIO WWI! oeum A TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE — MONOPOLE TOWER SHEET TITLE SITE DETAILS SHEET NU MBFR RF-2 ► � CO�iDfI101fs ' MOTES 1T IS CRMCAL TWIT THE GPS ANTENNA IS MOUNTED SUCH THAT R IS WITHIN 2 DEGREES OF VEHTIPCAL AND THE ALL FIOIAY7910 AinICFAENFS AM 1. BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. my AFM MAfn1eAC111 PROPOSED GPS 2. DO NOT SWEEP TEST CPS ANTENNA - ANTENNA 3. PLACE PROPOSED GPS ANTENNA A MIN. OF 10' (3 METER3 HORIZONTALLY FROM ALL EXISTNO TRANSMSITANG ANTENNAS. PRDPOSEO GPS 4. THE GPS ANpE NNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 3/4- OIAMEIER, SCHEDULE 40, CALVANNZED ANTENNA MOUNT OR STEM OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREAD€!1 AT THE ANTENNA MOUNT ENO. THE PIPE APPROVED EQUIVALENT SHALL BE CUT TO THE REWIRED LENGTH {MINIMUM OF Ial USING A HMO 00 ROTARY PIPE CUTIE7i TO ASSURE A SMOOTH AND POZMDIC" CUT. A WICK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DE.BURR4D AND SMOOTH EDGES IN ORDER TO SEAL AGAVNST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. DUSTING STRUCTURE SECURE TO WALL USING (4) BOLTS GROUND KIT 1/2- CW CABLE 8- wN mum BENDING RADIUS PER CABLE MANUFACTURER'S SPECIFICATIONS LTE GPS ANTE NA SHELTER MOURL-3_E�L I NO SCALE COMPACT MONOPOLE MOUNT • ANTENNA MOUNTING PIPES STAND 14-1/2' OFF POLE. ANTENNA SEPARATION IS 21-5/8'. • 0' - 37 DOWN TILT ADJUSTMENT PROPOSED RRH COLLAR MOUNT NO SCALE GPS ANTENNA OBSTRUCTIONS MUST BE BELOW 15 1 , GPS SPECIFICATIONS 4 NOT USED I NQT USED MINIMUM OF 757E OR 270' IN ANY DIRECTION GPS NO SCALE NO SCALE NO SCALE 2 5 1.1 LUCENT, 408782045 KS24535LIQ 1:2 GPS SPLITT R ASSEMBLY RLSS PIPE TO PIPE CLAMP SET (PART#10-188-001) NOTES: 1, LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGE EXCEEDING 25X OF THE SURFACE AREA OF A HEMWHERE AROUND THE GPS ANTENNA 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA, 3. PROPOSED GPS MOUNTED A MINIMUM OF 10' AWAY FROM ANY TRANSMTTING ANTENNAS. 4. USED WHEN 2 NODE-B'S ARE USED EXISTING LTE GPS NOT USED NOT USED GPS ANTENNA 1 7/8' O.D. PIPE VE fir va nw OXEMONS �- ALL f10IDFFINO ATNAtya un ANC HIn01FARf .SPJLL BE YFNBF'1ED BY Al1'A[Ia1M YIWUFACIl1RFR NO SCALE NO SCALE NO SCALE J 6 L WE 7 at &t mobility R' SAL cuw, Pyia, stivwm, Btm" a D*irm4 Irw_ dba Clrx, Pyle. Sd1on w, Ramu A Dat4NFMn, PC rnp,rprt rpm R+r. s3v�.x, ■.ie a O&L r r•c. dil Gl.vl IS/v, ` Tvnn, fLrn a Dwo R PC ZK4 PROJECT NO: 2014782.75044.01 DRAWN BY: MGC CHECKED BY: TAS 0 051$Vl* ISSUED FM CONISRRI10n0N a OS/Ov/1e 1 f ASM PER MM m„�ry1c A a/21/14 Lrs{eu,�FaR levaw R IS A Vo i "✓ tw FM AW NEON. TAMMY LANE 75044 �4301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE SITE DETAILS SHEET NUMBER RF-3 NO SCALE PROPOSED o ANTENNA A • : 4% Q » • 3 A. .. ' ' - r 22"x34' SCALE 1/2' = 1'-0' 11.07- SCALE 1/4- - 1'-0- 2 1 0 2' EXISTING DC6 SURGE -0 PROTECTION UNIT UvT: Q. + CABINET • _ • S C TEi43 CABIENIT i . • • i f (E) POWER v } PLANT t. ' f • f :. (E) GSM CABINET r • 4 .4 4,+ 4 _• 4 f 4. Boo • '• • CABINET (E) • • BBU • f - CARNET - 44 DOSED AT&T PUINCEI.L NET LOCATED ON TOP OF RING PURCiLL CABINET EXISTFNE' MONOPOLE ..p TOWER PRO SUPF \` M�10UI ,. t 3 RF PROPOSED LTE ANTENNA MOUNTED ON iEXISTING i OUNT N 1TE 90OFI/7001 (}ALU M, SEC AA 3LR52703AAAA) OF 1 PER SECTOR, 3 TOTAL) ` 22"x34' SCALE 1' - 1'-0' 1r� 11'xlr SCALE: 1/2' - 1'-0' 1 0 1' NOTE: 1. FOR CLARITY ONLY PROPOSED GROUNDING IS SHOWN. 2. CONTRACTOR TO ROAOVE ALL RADIO EOUIPMENT FROM EIH5TING POWERPLANT. ALL RFANOVEO EQUIPMENT SHALL 8E ka,oCATED TO FXIs11NG TE43 CABINET, COORDINATE WITH C'ONJ' TR11CnON MANAGER. GROUND ALL EOUtPMEHF PER AT&T STANDARDS. SCHEMATIC EQUIPMENT GROUNDING PLAN 1 1 NOTES: 1.) DO NOT USE COAX LENGTHS FOR CUT PROPOSED AT&T LTE RRH ON PROPOSED SHEETS: ESTIMATES ONLY. 2.) CONFIRM THAT GENERAL CONTRACTOR IS COLLAR MOUNT (2 PER SECTOR, TYP USING LATEST VERSION OF RFDS. OF 6) E.- e WED DIX SURGE RF-2 IMRSOR BANDED XISTING ANTENNA IT�- t r 1 I� � t I 1 ' I PROPOSED COLLAR ''• MOUNT (VALMOLINT PART III UMS6-NP) OR APPROVED EQUAL PROPOSED AT&T GSM/UMTS/WCS ANTENNA oN 1 ADSTNG PIPE MOUNT IW 1900/854, UMTS 1900/850. INF-2 LIE WC5j [OBSpECTRA DSYW20TEt-YTj (1 PER SECTOR. TIP OF 3) 2 2 e %--PROPOC,ED AT&T LTE RRH ON EXISTING PIPE MOUNT (1 PER N SECTOR, TYP OF 3) SCHEMATIC ANTENNA GROUNDING PLAN 1 2 t' THE CONDUIT ROUTING 15 ATNOTIGL ARE ONLY 1 THE DUCT LOCATION MO ROUTING FIEND VERIFIED. 2. ALL ELECTRICAL EQWPMM AND CONTROUIUNG DEVICES SHALL BE PROVIDED WITH ENGRAVED LAADOOID NAMEPLATES, INDTCr4nNG THE CIRCUITS ORKWTIDIi AND ALL EQUIPMENT TERIANATIONS. 3. CONTIVIC[OR SHALL PROVDE SMAW-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. COAX CABLES. AND RET CONTROL GABLES. CABLE PUTIEOGE INSTALILATION IAUL BE APPROVED FOR SHALL EBISUPPORTSN A NCE WITH THE THE MANUFACTUREWS SPECIFICATIONS AND RECOMUENDAIWNS. 4. CONTRACTOR SWILL PROVIDE ALL BREAKERS. COHOINF.., AND CIRCUIT CQNotpGTORS, AS REOL FOR A COMPLETED SYSTEM AND SWILL BE IN CDMPUAmx WITH THE MIWUFACTUTLER'S Spwncm s. S. LLTTE�EOU�LIP ENTITIONAL *ADWW�!'tAl�+24Vdc cREC RECTIFICATION NVERTERS ARE RE&JIREO FOR & ADOM04AL BATTERIES MAY BE REfalNiiEO TO BE ADDED TO THE EXISTING BATMW STRING. CONTRWOR SHALL BE RESPON%BLE MR ALL BREAKERS, RECTIFIERS. BATTERIES, CONDUIT. CABLE TRAY, & CONDUCTORS WHICH ARE REQUIRED FOR A COMPLETED, FUNCnOWMG E E.CTFIISAL SYSTEM. 6. ALL CONDUITS SHALL BE IN $TALLED IN COMPLIANCE WITH THE CURRENT NATION& ELECTRIC CODE (NEC] OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER IS THE MOST STRINGENT. 7. PROPOSED TELCO WITH 25 PAR ICKY-•FIG[ CAT 5 CONDUCTOR IN (2) PROPOSED 4" SCH 40 PVC COKDUir- CONTRACTOR To COORDINATE WITH LOCAL TELEPHONE COLWANY. EACH 4' TELCO CONDUIT TO HAVE (2) 1-1/4- IHTERDUCT CONDUITS FOR FIBER. B. pRWjo= POWER N (2) PROPOSED 4' SCH 4o PYC CONDUITS. CONTRACTOR TO COORDINATE W/ LOCAL UTILITY COMPANY. 9. CONTRACTOR SHALL COORDNATE WART POWER AND TELEPHOW COMPA IM AND PROVIDE ALL MATERIALS REQUIRED, AND PWMDE TRENCH. BACKFILL & SITE RESTORATION. OEM OF CONDUITS PER N.E.C., LOCAL JLHGSTIECTION AND pOIT£R & TElE CQNPAA', NIGH EVER IS MORE SRBNGFNf. (D MECHANICAL GROUNDING CONNECTION (TYP). © eqsTmANTENNA SHEET E 2RcRouNo Bus FOR �E GROUND =� U.4STRUCTION,SEE DETAIL DETAIL9ON ON SHEET E-2 FOR GROUND PARE CC:•tKLCTl:]NS. SEE DFTML 6 ON SHEET E-2 FOR COAX GROUNDING. ® is AwG ANTENNA MOUNT N SHEETGROUND TO ANTENNA GROUND BUS BAR 17YP OF 3) SEE D Q4 EXISTING GROUND BAR FROM ANTENNA GROUND BUSS BAR TO TOWER GROUND BUS BAR (IV OF 2). SEE DETAIL 7 ON SHEET E-2. ® #6 AWOAL5 S RRH UNIT ON SHEET FUND TO ANTENNA GROUND BUS EAR (TYP OF 3) SEE (g) #6 AWG 700 RRH UNIT GROUND ON ANTENNA GROUND BUS EAR (TYP OF 3) SEE DETAIL 5 ON E-2- Q +6 AWG FROM CPS TO TIE INTO EXISTING GROUND BAR. ® /6 POWER RACK Tow INTO EXISTING GROUND BAR. 09 is AWG RAYCAP SOUR U QUIND TO ANTENNA GROUND BUS BAR. SEE DETAIL 5 ON SHEET E-2. ® GENERAL CONTRACTOR sNALL VERIFY EXISTING CCNOmONs WITH PROV151on FOR (2) +2 AWG BARE TINNED GROUND LEADS FROM TOWER MASTER GROUND EAR TO TOWER GROUND RING. © EXISTING EQUIPMENT GROUND BAR (FIELD VERIFY LocAnoN). GROUNDING KEY ABOVE GROUND TELCO ABOVE GROUND POWER -r-r-r-r-r-r-s-r- ABOVE GROUND TELCO/POWER- OVERHEAD POWER—r—»—"'—O�—r— OVERHEAD UTILITIES--A----°°—r— UNDERGROUND DUCT -�-"�----'--"'-°0- �- UNDERGROUND POWER - UNDERGROUND TELCO- 061-11111" GROUND BAR * CADWELD CONNECTION ■ SIDE SPLICE MECHANICAL LEGEND at&t �. mobility E � GW*, ft* 5d1al w Dun & 13rFMAn6 MG dfAa �4 NM. Sdwnw, BAvM A DWKrM6 PC ,b tiR H�45evr. t+l%QI�L K 3014 I PROJECT NO: 2014782.75044.01 DRAWN BY: MFGC CHECKED BY- TAS r oS/1EyA4 69um FOR GDIMMUM M B OsIPA114 RflRffA PUt U6Nr tX1MmOs A TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE SCHEMATIC GROUNDING PLANS SHEET NUMBER E-1 EXISTING TWO (2) 4' C. (1 CONDUIT W/3/3/, 1 SPARE CONDUIT W/PULLWIRE. STAB A: CAP BOTH ENI EXISTING /2 AWG GROUND IN Exismc Two (2) 4' C. (1 CONDUIT W/3#3/0 * 04G & I SPARE CONDUrr W/PULLWIRE, STAR & CAP WTH ENI)S (FURNESHED do INSTALLED BY CONTRACTOR) EXISTING DISCONNECT SWITCH EXISTING 200A ELECTRIC DISTRIBUION PANEL LOADING: NO NEW LOADS, ADDED TO SYSTEM THIS PROJECT. SHOWN FOR REFERENCE ONLY TO EXISTING POWER SOURCE EXISTING PREFAB I� I � 2D0 1 I I I I I I I E I y I I 1 1 I EXISTING ELECTRICAL AC QN _—LINE DIAQ Am EXISTING 200A. 10. 120/240V, 1 GANG ELECTRIC METER BASE EXISTING 200A. 2P. 10. 12O/240H, SERVICE ENTRANCE RATED 6FSCONNECT SWITCCH. EXXsTXHc 2oOk 2P. 1o. 120/24N AUTOMATIC TRANSFER SWITCH AC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION NOTE SOURCE METER CENTER 3/3/0 - (O1 METER CENTER SWITCH FUSIBLE SAFETY ( (1) //4 AWGN GND N FUSIBLE SAFETY SWITCH TRANSFER SWITCH It LEAD CENTER BY SHELTER MANUFACTURER _ ;1 L1 MICRIN GENERATOR INTERFACE PANEL TRANSFER SWITCH k LOAD CENTER BY SHEL70 MANUFACTURER _ O5 AC LOAD CENTER RECTIFIER j1 ((1)r/110AWG GNO 1 6 NC LOAD CENTER RECTIFIER /2 ((1)+J10AWG GND 1 �7 AC WAD CENTER RECTIFIER /3 ((1)#/ 0 AWG CND 1 8� AC LOAD CENTER RECTIFIER /4 ((1)+f 0 AWG GND 1 �9 AC LOAD CENTER RECTIFIER /5 ((1)+/ 0 AWG ONO 1 10 8GND AC LOAD CENTER RECTIFIER /8 () fl 0 AWN THW 1 11 AC LOAD CERER RECTIFIER %7 (Ly (1)#j1OAWG GNO 1 12 AC IDAD CENTER RECTIFIER je (())f#10AWG GNO1 t 13 AC LOAD CENTER RECTIFIER 09 ((1)#10 / 0 AWG OND 1 NO SCALE 1. THE SCOPE OF WORK SHALL DICTATE THE EQUIPMENT TO BE INSTALLED. EQUIPMENT SHALL BE EQUAL TO OR BETTER THAN REFERRED VENDORS. 2. THE CONTRACTOR SHALL VERIFY THE LOAD CENTER SCHEDULE IS ACCURATE AND TRUE. IF THE LOAD CENTER SCHEDULE IS NOT TRUE THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH THE CORRECTIONS AS SOON AS PRACTICABLE. 3. CONTRACTOR SHALL PROVIDE ALL CONDUITS, CIRCUITS REQUIRED OF A COMPLETED SMIEM AND SHALL BE IN COMPLIANCE WITH THE MANUFACTURERS REQUIREMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR AS -BUILT LOAD CENTER SCHEDULE AND SITE DRAWINGS. i I EXISTINGPRO OS ❑ A CT AC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION NOTE 14 AC LOAD CENTER EXTERIOR GFCI WN (2) 212 THHNDTH3/4-C 15 AC LOAD CENTER WAC /1 (2) #8 7HHN/THWN (1) 410 AWG GND 3/4-C 18 AC LOAD CENTER WAC #2 (2) 1#6 7NHN/T10NF1 (1) /10 AWG GND 3/4'C - 17 Lv AC LOAD CENTER INTERIOR RECEPTACLE (2) 2 A GCHIDt3/ (1) �12 AWG CND 3/4-C _ 18 AC WAD CENTER INTERIOR LIGHTS Wffi (2) /12 WHHNDD 3/ (1) /12 AWG GND 3/4C - 19 O AC WAD CENTER EXTERIOR LIGHTS HWN (2) /12 O ND 3/ (1) /12 AWC CND 3/4'C - EXISTING AC CIRCUIT SCHEDULE NOTE 1: CIRCUITS ROUTED IN MINIMUM 1-1/4' CONDUIT NO SCALE 1 3 NOT USED NO SCALE NO SCALE aut �..� mobility 4 Aftor J Circe, PV(4r Sd_ , w_ i VaI14 w6 Inc, dbM G%4W sdlo w. Bum 8 08"M 1, PC rrargnt ray,,., h4. me Sa. Saa�v. R ■ o.11Pr.'4 Pc i014 PROJECT NO: 2014782.75044.01 DRAWN BY: MCC CHECKED BY: TAS 0 03/13/14 1 4=m FM ONS114MM" e 0 109/14 1 w= PER wwr om mms A 04/21/14 MU iFOR MR1+Pt� 2 RBA TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TER£ ONE -LINE DIAGRAM, AC PANEL & DETAILS SHEET NUMBER E-2 4 NOTES 1. INSTALL ADDmOFNL CIRGUFIS TO RECYPERS AS REOLIIREO, TO PROVIDE ADDMONAL--46Vdc POWER FOR LTE SYSMA- 2. DC MIRING SHOWN IS ANTICIPATED 1YIRING. ACTUAL DC WIRING SHALL BE DE7ERMIHED AT TIME OF CONSTRUCTION WITH OWNERS FINAL EWIPMENT SELECTION. PROPOSED REMOTE RADIO HEAD (RRH) T?rr-q ONE FOR EACH SECTOR - LOCATED ON TUNER NEAR PROPOSED AT&T L7E ANTENNAS —� RRH /1 RRH f2 RRH f3 ROUTE To THE NEAREST GROUNDING SIR (TYP) FIBER OPTIC CABLE TYPICAL Mm mm 1 F 1 1 1 1 I I 1 PROPOSED 24VDC/4BVDC (SEE NOTES) J� l } I 1 I } F 1 I E 1 t o e 2 1 3 0 4 F 3 4 5 6 7 k 5 v v 6 1 8 10 11 12 13 I 1 15 7 e e 4 9 0 �10 l 1 11 a 1 o 12 1 1 13 n} a 14 1 I I k 15 r� 16 o 17 a 1B It I I 19 r-t 20 1 a 1 21 , 22 k 1 23 0 0 24 1 25 ; ;� I 27 a c 28 i I 29 a ^ 30 I I 31 a 32 = k 1 33 e 1 ; 34 1 j35 r e 3 1 I 37 e : 38 F I 39 r-, 40 I E I 1 41 a I r: 42 1 k F 1 I 1 F I 1 L---------------- .I TO PROPOSED MASTER GROUNDING BAR DISTRIBUTION PANEL POSED 24VDC ,-PROPOSED BANK ROUTE TO MASTER r--v r. SHIELDS L u ENODE-8 9928 PROPOSED 3 GROUNDING BAR 1+i RAYCAP SURGE PROTECTION DC6-48-60-RM i LOCATED WITHIN PROPOSED PROPOSED PURCELL GROUNDING BAR � CABINET 4 5 6 7 8 9 DC ONE-LlQlGRAM RAYCAP SURGE PROTECTION DCG-48-60-1B-8F FUTURE OPTIMUM CIRCUIT SCHEDULE FROM TO CONFIGURATION NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED [NO 48VDC CIRCUIT LTE BBURAYCAP SURGE 1) 2-f10 48VDC CIRCUIT PROTECTION mm/TH11'N-VW-1 DC8-43-60-RM TRAYCAP SURGE [1 2-fT0 48VDC CIRCUIT PROTECTION TFNN/IHWN-VW-1 DEB-46-80- RM pAYCAp SURGE t) 2- 10 O 45VDC CIRCUIT PROTECTION THHN/T}IFM VW-i DCS-48-60-RIA CAME O 48VDC CIRCUIT RAYCAP SURGE PROTECTION (1) 2- TO THHH -VW-1 (SURE) DC6-48-60-RM R 48VDC CIRCUIT CA RAYCAP SURGE PROTECTION [7) 2-ftD THHN/Df0fN-VW-1 t`JJ (FUTURE) DC 48VDC CIRCUIT RAYCAP SURGE PROTECTION {s) 2-910 THHH/THNN-VW-I (FTITURE) QC6-46- 10-RM TYPE TC- RAYCAP SURGE !i' i ?.I-.848VDC CIRCUIT PROTECTION �HHN/ lwK YIN OCG -40- 60- RM •rPT DG IJ ` RAYCAP SURGE (1) 2-A10 848VDC CIRCUIT PROTECTION THHN/THWN-VW- I DC6-48--60-RM TYPF :1 -R BIF RAYCAP 5URGL (1) 2- I10 17 48VOC CIRCUIT PROTECTION THHN/THWN-VW 1 DC6-48-60-RM TYPE T -RE DC A LE RAYCAP SURGE (•)-ITC 13 46VDC CIRCUIT PROTECTION TrnN/T15WT4'+W D06- 48-60-RM TY{+F CKRIF RAYCAP SURGE PROTECTION !H]iN/THWN-1A1[•: 14 48VDC CIRCUIT DC6-48-60-RM TYPE 1 :E RAYCAP SURGE (1) 2-810 15 48VDC CIRCUIT PROTECTION THHN/THWN-VW-1 DC6-48-60-RM TYPE TC-RE DC CABLE - RAYCAP $URGE (2 16 PROTECTION PROTECTION 01 TH -VW-1 6- -60-RM DCO-48-60-15-8F 17 PROTECTION f1 - - RRH2 REMOTE RADIO HEAD (1) 2- 12 1H in 1;-R& VYF-1 16 LTE BBU RAYW SURGE PR078MN (12) PAIR FIBER OPTIC DEB-46-60-16-DF NO SCALE t&t � mobility I XMI eA #Mnpj' VNRS u Glf- f y4A, sd omet, Bum& i DWHIm , kir-, dha GW^ P?^ Sdwraw, 5wm i DmHa%MR. PC cwr%od: ai *#, sew—, earn & D . ' Vr ' a. Q. ^4y 5,*-, G/.4 a adww PC 2014 PROJECT NO: 2014782.75044.01 DRAWN BY: MGC CHECKED BY: TAS O *1$3/14 1 ®TIED FOR OONSTRHCHON B 016~14.1 RDOW PER CENT CM MS A 04/21/14 DIED FOR Rlb" C U14Is l s OF TAMMY LANE 75044 4301 9TH AVENUE SOUTI FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE ELECTRICAL DC ONE -LINE DIAGRAM SHEET NUMBER E-3 NOT USED NO SCALE 1 1 02 G GREEN INSULATED STRANDDED COPPER WIRE (ExISTING SHELTER GROUNDING RING) TRB CO. 'G-TAP'. CAT. A�7AJEIl1FL.ED TAP OR EQUIVALENT 7C,KCT" OF BOND TO TURN TO SHORTEST DISTANCE TO MGB is AWG GREEN INSULATED SrRANDEO COPPER WIRE (UNIT BOND) R DING WIRE CONNECTION DETAIL NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO REQUIRED PART NUMBER DESCRIPTION CD 1 1/4'x4'x30' SOUD GROUND BAR 2 A-8058 WALL MOUNTING BRACKET O 2 3061-4 INSULATORS 4 3012-1 5/8'-11x1' H.H.C.S. T4 3015-8 5/8' L.00KWASHER DETAIL NOTES: 1. EXOTHERMICALLY WELD /2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR, ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARkLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER 70 DRAW THE LICE BETWEEN SECTION AND LABEL EACH SECDON ('P', 'A'. 9' WITH 1' HIGH GROUND BAR ON WALL OR FLOOR --N g4 OR S AWG STRANDED U CON oR WITH GREEN 504V, THWN-2 INSULATION NO SCALE DOUBLE CRIMP CONNECnON-------7 INTERIOR GROUND RING - (2) TWO EXOTHERMIC To BE USED WITH #2 AWG SOUR BARE TINNED COPPER GROUND CONDUCTOR. EXOTHERMIC WEED TO BURIED GROUND RING AND GROUND BAR PVC NONMETAIIC CONDUIT SCH 40 TYPE (NMC) CONDUIT QP5 ANIGNNA (PROVIDED BY CINGULAR TPACT INSTALLED BY CONTRACTOR) /2 AWG GROUNDING at&t CONDUCTOR TO GROUND BAR 1 1/4' GRS (1 -5/8- O.D.) GRS '` �. mobility +�~ MOUNTING PIPE (SUPPLIED BY G.C.) i PROVIDE APPUCABLE 1 PIPE -TO -PIPE CLAMP #15 AWG GROUN9ING CABLE (PROVIDED K OUTSIDE / COAX CABLE (AS REQUIRED w �" GROUNDING r BY ANTENNA MANUFACTURER) BUS BAR • o o �! ■-- •. l BRIDGE 3-1❑-R. ICE BRIDGE POST I CONNECTION t, M GROUND RING /2 AWG BARE �-� TINNED COPPER 2 L E A U N NO SCALE 3 EACH GROUNQ BAR S ALL H6Y FA&H ENO THAT DRIGIN NATION (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (SEE NOTE 2) (EC) C NEFATOR FRAMEWORK (W AVAILABLE) 02 AWG) (EC) TELCO GROUND BAR (J2 AWG) (EG) COMMERCIAL POWER COMMON NEUTRAL/GROLM BOND (3/0) (EC) FIBER GROUND BAR (12 AWG) 3 (EC) POWER RODM REFERENCE GROUND BAR (/2 AWG) CAT&T) RECTIFIER FRAMES 5 _ SUNE ABSORBERS k (EC) INTERIOR GROUND RING (f2 AWG) I p (EC) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (12 AWG) (EC) METALLIC COLD WATER PIPE (IF AVAILASU) (1/0 AM) (EC) BUILDING STEEL OF AVAILABLE) (1/0 AWG) 4 (SEE NOTE 1) 13' (AT&T) ALL ISOLATED GROUND RACE (AT&T) GROUND WINDOW BAR (MG9)EFEREN E QROUNDING B R L NO SCALE 5 �• 0 NO SCALE NO SCALE 4 1.1 A //moo cw^ Pv*-"wr , Baurn A D*frj1N Inc, dA GULD, PVK Sdmw, Burro & DNLW4@% PC mP/�IOIC Olrs, R+c. Sdrr-+n, s,.a a sr.�nm. Nc, G, r1e45men,n. ay.•. A u1wr� IC 1014 PROJECT NO: 2014782.7504qTAS DRAWN BY: CHECKED BY: Ft�a /00/14 IMMIMPERU MCOMMIDM 21t" -:IS!:11— f 7DOVaW [T IS A NO -AT" TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY. WA 98003 LTE — MONOPOLE TOWER SHEET TLTL.E GROUNDING DETAILS SHEET NUMBER E-4 PART 1 - GENERAL 1.1 GENERAL CONDITIONS, A. CONTRACTOR SMALL INSPECT THE EXISTING SITE CONDITIONS PAM TO SUBMiTRNG BID. ANY QUESTIONS AinING DURING THE DID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK. OR ANY OTHER ISSUE RELATED TO THIS PROJECT SMALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFTCATKIN, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B FOR THE CONTRACTOR STRUCTIOON PERFORMANCE VICE FOR THESWORK UNDER TDHIS ND PAY ALL FEES REQUIRED C DRAWINGS SECTION. THE COHUN NTNTRACT'ORSHSHALL VEOTIFY ALL DIMENSIONS DRAWING SHALL NORANMENT OF ALL SYSTEMS AND T SBE SGALEA TO COVERED OElt THIS DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICSBIE LOCAL LAWS, REGULATIONS. ORDINANCES. STATUTES AND CODES, CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE'. OF CONDUIT ON COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SMALL DE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECDICATION IS ISSUED FOR OR THE CONSTRUCTION UNLESS OF E DRAWINGS,OTHEIMSE NOTED. EXCEPT AS WWORRK INCLUM INT HISSPECIFICATION SK06LL. CONFORM TO THBY THE REQUIREMENT SPECIFIED E APPLICABLE PROVISION OF THESE PUBUGATIONS. 1. ANSI/EEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AWOWAN SOCIETY FOR TESTING AND MATERIALS) 3. ICFJA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA NATEDNAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NF'PA RATIONAL fl1E PROTECTION ASSOCIATION) 6. OSHA OCCUPAT{ONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITE" LABORATORIES INC.) B. AT&T GROUNDING AND BONDING STANDARDS TP-76416 1.4 SCOPE OF WORK A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERA;_ AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE CIPM71DHAL B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SMALL BE PROPERLY TESTED. ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFlWNG. AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO 'THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EOUIPMENT CONDITIONS. D CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL - A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED. NEW, D FREE FROM DEFECTS. B. ALL ITEMS OF MATERl4S AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTH ORTTY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL CONFORM MEAT70 SMALL BEAR EA OF E UNDERWRITERS NNAT� LABORATORIES CODE. LABEL OF APPROVAL, AND SMALL D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10.ODO NO MINIMUM, VERIFY AVAILABLE SNORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRMJAL DOUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A CONDUIT: 1. RIGID METAL CONDUIT (RUCLSHALL BE AND THREADS AND ENAMELED OR LACQUERED INSIDE PPEDGALVANIZED ADDITION TO GALVANIZINGNSIDE AND . INCLUDING ENDS 2. UQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS. STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FIRINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TMMILATTONS. 4. NDNMEULLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC- INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE- 1. CONDUCTORS AND CABLE SHALL BE FLMFE-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/MWN-2. 600 VOLT, SIZE AS INDICATED. J12 AWG SMALL BE THE MINIMUM SIZE CONDUCTOR USED, 2. /10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND /B AWG AND LARGER CONDUCTORS SMALL BE SOUNDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SMALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SMALL BE HUML L KETLEMS OR APPROVED EQUAL.. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURERS RECOMMENDATIONS. S. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J-BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SNITCHES SHALL 8E WAVY DUTY, OFAD-FRONT. QUICK -MARE, QUICK-BREAX. ETERNALLY OPERABLE. HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEiA 3R ENCLOSURE, SQUARE--O OR ENGINEER APPROVED EQUAL. 0. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTAL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SMALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 12 AWG rU EXOTHERMICALLY WELDED PIGTN4 PROTECTNE BOXES, AND BACKFOLL MATERIAL. MANUFACTURER SHALL BE LYINCOLE XT GROUNDING ROD TYPES K2 -(*)CS OR M-MCS (•) LENGTH AS REQUIRED. 2. GROUND ACCESS BOIL SHALL. BE A POLYPLASTIC BOX FOR NON-TTNAFFIC APPUCATIONS. INCLUDING BOLT DOWN FLUSH COVER WITH BREATHER' HOLES, XJT MODEL %8-22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SEAPROVIDED WITH BE PROVIDITHI ENGRAY LAM1001D NAMMATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS tD NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL IBE LYNCONRE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: j 1• STOLID HED COMPONENTS ABOVEGRADEGGRADE GROUHALL RE NDDING D GCOI�fORS SHALCONDUCTOR INSU SMALL BE EWHERE NOTEDWC . 2. STANDARD1BUS BARS MG& ME$ SHALL SHALL BE FURNISHED IANDWE. TINNED DCDPPER BARS OF IW47AlM BY THE � THEY NOT BE FABRXa1iE>'1 OR MQOIFlEA 1N THE Fli1D, ALL CfIOk1HDING BUSES S1LALL F nEHITFIED WITH MINIMUM 3/4' LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SEAL BE HIGH -CONDUCTIVITY. HEAVY DUTY. LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -MOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS, INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSM LUGS MTTH INSPECTION WINDOW AND CLEAR HEAT SHRINK 4. TYPES, ESw AN COMBINATIONS OF coNDUUCTO SMALL BE PROVM IN ITEMS KIT FORM TO BE CONNECTED. 5. FOR THE SPECIFIC 5. GROUND RODS STALL BE COPPER -CLAD STEEL WITH HIGH -STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH. MOLTEN WFLOED TO CORE, 5/8`x10'-0'. ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 5. INSTALL. AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BDXES. PULLBOXES, DISCONNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS. THOUGH NOT SPECIFICALLY DESCRIBED. WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTDA AND PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. AL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SMALBE L TIGHTLY GCNS NOTION ANED AND D CONSTRUCTION CTED AGAINST PEMODSOR wAiER, AND AGAINST CHEMICAL 3.2 LABOR AND WORKMANSHIP: A ALL LABOR FOR OF MATERIALS AND EQUIPMENT U S TESWLBINTD Br EXPERIENC REMEN. IN NEATAND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SMALL BE ADJUSTED. ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPGN COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMCVE ALL LABELS No ANY DEBRIS. CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A THE CONTRACTOR SHALL COOMNATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER-FURNISHEO EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT- 1. ALL ELECTRICAL WIRING SHALL BE INSTATED IN CONDOR AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SPOVOE RIGID PVC SCHEDULE so CONDUITS FOR UBJECT TO �RMC OTHERWISE NOTED. EMT MAY BE PHYSICAL DAMAGE. 3. INSTALL SCHEDULE: 40 PVC CONDUR WITH A MINIMUM COVER OF 24' UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18' IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC. TABLE 30D.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, AP UCAYIONS. INSTALL GAILVANIIEQ FLEXIBLE OR FOR WE OF MAIMrENANM °TEELSE LIQUID ONDU AT ALL POINTS OF COFLEXIBILE METAL NNNECTION TO DUIT FOR BT�R EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION, 5. A RUN Of CONOM THREE QU.ARTM-BBE7NBETWEEN BOXES f CONDUIT BEND EQUIPMENT1 MADE WITH THLL NOT EOULALISTD BEN MORE NDER OAR FAACCTORT OF DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SMALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH IHSLDE SURFACE 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. e. CONTRACTOR 15 RTSPORMUE FOR PROTECTING ALL QGNDUn DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF W015WRE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. ALL CONDUTTS SMALL Be 9. CONDUIT BERE FOINSTALLATIONNOPULLINGD CLEAN BY OFF CONDUCTORSOR CABLES. CONDUIT SMALL BE FREE OFTHROUGHDREL E DIRT D DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11.INSTALL 2' HIGHLY VISIBLE AND DETECTABLE TAPE 12' ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTATED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13.PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DD NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN RRE RATED CONSTRUCTION SMALL BE EFFECTIVELY SEALED WITH FIRE RKftD MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETPATIOH5 SMALL PREVENT PASSAGE OF WATER. SMOXE. FIRE. AND FUMES ALL MATERIAL SHALL BE UL APPRWED FOR THIS PURPOSE ELECTRICAL NOTES B. CONDUCTORS AND GABLE 1. ALL POWER WIF NG SHALL BE COLOR CODED AS FOLLOWS: PHASE AA B PHASE B RED PHASE C DUNE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE 3 PULUNG CONDUCTOR SHALL CABLES iNTBE UL A OIAT��OR SHALL USE NYLON OR HEMP ROPE FOR 4. CABLES NITGXEM�G.SUFFICIENT LENGTH XES & EOUJFM04T TOPERMIT MAWA NETARA C SHALL BE SECURED IAMANNER TO AVOID TENSM ON CONDUCTORS OR TERWINALS. CONDUCTORS SMALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: ALL NOT 1. AACCORDRDALCE WITH THE REOERRDAEE NTS ALLIC PARTS or ELECTRICAL OF TTHETBUIHLDING ICH MANU MANUFACTRy U RER. AT&T T&TT GROUNDINRENT SMALL G GROUNDED BONDING STANDARDS TP-76416, ND-00135. AND THE NATIONAL. ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WFrK GRADUAL BED! AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUfEIDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAN GROUNDING CONDUCTORS ARE REOLARED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. COLUMNS ROOFTOP UGWMNC RIgG SMALL BE BONDED PROTECTION SYSTEM, ANDo THE BUILDINGMAINGGROUNDING SYSTEM, WATER LINE (FERROUS OR BUILDING STEEL METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE T10HTEHING VALUES FOR CONNECTORS AND BOLTS. WHERE TIGTOOV3} BECW NOT �OONNE�� AC WITHHTENINNGRQUEVALUES SPECIFIED UL TO ASSURE PERMANENT ANGANG' 6. SYSTEM.CONTRACTOR SMALL VERIFY THE ALL UNDERGROUND GROUNDING CONNECTIONSS OF SHE TIE-IN-POINTS WADE BY THE EXOTHERMIC WELD qNG PROCESS AND INSTl4.L.FD IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL SHALL GROUNDING DNBY THESSHALL BE INSPECTOR INSPECTED JURIS ICTIO BEFORE BEING PFOR TIGHTNESS, IC WELDED ERMANENTLY �i� B. APPLY COFtRVAGIN-RESISTANT FINISH TD FIELD CONNECTIONS AND PLACES WHERE FACTOR( APPLIED PROTECTIVE COATINGS HAVE BETA DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND OH ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS, 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 16 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36' MINIMUM BELOW GRADE, OR 6' BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL E I•CTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING D BREATHER HOLES. INSTALL PROTECTIVE BOX FLMH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36' DEPTH OR 6' BELOW FROST LINE. USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER. A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE. TO GROUND THE CCU% CABLE GROUNDING KITS AND IN -LINE ARRESIORS- 16. CONTRACTOR SHALL. REPAIR, AND/OR REPLACE. EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS 1:]W NK, 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN 'PEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND ECN NOT TO COMPLY WITH THE SPFIED REQUIREMENTS, THE COMP�GCOMpLyjMG rT*3AS SHALL BE REMOVED FROM THE pRGircr SITE AND RavzED WITH THE SPECIFIED REQUIREMENTSPROMPTLY AFTER RECEIPT OF NOW FOR WITH TEEMS NON-COMPLIANCE. C. TEST PROCEDURES: 1. ALL NDUCTORS SHAH TEST FREEE�FROOMM SHOT CI CRTEBTEID CUU4S AANDLGRROOUUNDSBEFORE TESTING SE�BE FODEVICES. ONE .THE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE SKETCCH. STANDARD ENNT GINEER 14MEAIATELY IFOD, PROVIDE MEASUREDVALUES ISTEST OVER5VALUES OHMS, AND LOCATION 1 Alm O'k .00 AL GIWM. p kk 5elAr+rtw+ sun* it D*iN % Lnc- d a G6w*, PYN6 Sdmnw, Burns ✓M D iirjW4 PC "Grwpo�s ac aaow�rCM4 PROJECT NO: 2014782.75044.01 DRAWN BY: MOC CHECKED BY: TAS 1 0 ! 05/13/14 I T551iD FOR COIti MMION a OF IOW 10 TAMMY LANE 75044 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 LTE - MONOPOLE TOWER SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-5