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17-102355J4 SITE SOLUTIONS I professional Services NEW W A V E ARCH I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE.- 5-12-17 PREPARED BY- YML APPROVED BY- JYS SUBMITTALS NO I DATE I DESCRIPTION 5-12-17 IFINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 1PRELIMINARY PERMIT 7887 1 REGISTERED ARCHITECT 5-12-17 LJAY Y. SEO SA OF AASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE SHEET NUMBER SEA FEDERAL WAY (AWS3) (ATC SITE NUMBER: WA-82957) ■ 30911 PACIFIC HWY S FEDERAL WAY, WA 98003 LAT: 47' 19'28.3611 N LONG: 1220 18'52.44" W GROUND ELEV: ± 460.0'AMSL VICINITY MAP LOCATION MAP PROJECT INFORMATION DRAWING INDEX ._ -,. co S.-303rd. _DESCRIPTION APPLICANT: PROPERTY OWNER-. SHT. --x St :':..._ St +' - 4} VERIZON WIRELESS RST ENTERPRISES, INC. '✓ CD FLOOR 3 PLAZA S #225 L 851T, T-1 �`'i;......._,_ ,{ W_ Al W 0 KEN A 9803 BELLEVUE WA 8 08 TITLE SHEET C _._.—_ i__._::..._. __ ..__ ..__.____., ..-(1+Ft�--V. '.._.-- .-.----_.__ - «..- f 31 co PROJECT ARCHITECT = TOWER OWNER = SP - 1 GENERAL NOTES <y 12 g { f NEW WAVE ARCHITECTURE INC AMERICAN TOWER CORP. SP-2 GENERAL NOTES . _ .. .._. S 3f1� St _ ' 4u` �,,:5 3 �,.:AVE, ; ' i .� -... - S_305 th P� SUITE 202 113 3 164TH ST SW, SU 116 HUNTINGTON A 11 TH BOSTON, MA 02116 FLOOR A-1 _.. cn ; , , ; i { OD, W LYNNWO A 98087PHONE: OVERALL SITE PLAN CD :: _ S ff-E StedLake I a__� : i __ --- ; �_: € - S- u :i; CONTACT: JAY SE0 OFFICE: 425-778-3800 617-375-7500 A-2 ENLARGED SITE PLAN CD I co PROJECT CONSULTANT- - A 2 1 ANTENNA PLAN, HED D NOTES LANSCHEDULE, AN as F - _ S �Q$th y : St { ' = J4 SITE SOLUTION, INC A-3 ELEVATIONS A-4 DETAILS ;— i, =-- � J�� �t' . 'a ��- � g; -- — — PHONE: 253 278 2902 I , _ a ; APPLICANT AGENT. A-5 RF PLUMBING CONFIGURATION E_1 GROUNDING PLAN DETAILS AND NOTES r S 1tI'r St-, co<='. — �, ; . a J4 SITE SOLUTION, INC CONTACT: JOHN EDER 00 1 Lake trk PHONE: 253-278-2902 EMAIL john@j4sitesolutions.com Lake Easter , i _ S i t ^!; h _. I-T-E ;. s ' . , ao312 /���'y'� _ - _ _ _ 4 - Federal lfltay-th ,y [+ _ �__ __ St _ F V �+ �erlYY S3 La:...,. _31 Jt77-�` � ��yy�y'y (} jay t'= if o Y 5 -3t t i- .. at - W (D Mirror Lake Park : '. . 315th S CODE INFORMATION= JURISDICTION. CITY OF FEDERAL G- O G= COMMUNITY ZONINth WAY BUSINESS (BC) �'. 3Q`i r ;`e ja BUILDING CODE. 2015 IBC STANDARDS AND AMENDMENTS " J� _ F: f T OCCUPANCY-U 7- CONSTRUGTION TYPE: II-B APPROVAL / SIGN OFF DIRECTIONS TO SITE PARCEL NUMBER. 0821049064 LEGAL DESCRIPTION TITLE DATE SIGNATURE FROM VERIZON OFFICE (3245 158TH AVE SE, BELLEVUE, WA 98008)- SE 1/4 OF NE 1/4 OF SE 1/4 OF NE 1/4 LESS S 220FT LESS ST RD • • TAKE 1-405 S AND 1-5 S TO S 272ND ST IN KENT. TURN RIGHT ONTO S 272ND ST TAKE EXIT 147 FROM 1-5 S CONSTRUCTION MANAGER • USE THE LEFT 2 LANES TO TURN LEFT ONTO PACIFIC HWY S PROJECT DESCRIPTION= ST'IeE l OVAL THE SCOPE OF WORK INCLUDES: • DESTINATION WILL BE ON THE RIGHT n — RF ENGINEER • REMOVE (9) ANTENNAS • REMOVE (3) RRUS12 • REMOVE (6) DIPLEXERS palmitmulw Ap��+ed By' L'foot�e:..........--� 1��— — �CEIVED Cam; REAL ESTATE • REMOVE (3) RRUS12 (WITHIN EQUIPMENT SHELTER) -. 17 2017 • REMOVE (6) DIPLEXERS (WITHIN EQUIPMENT SHELTER) • REMOVE (6) COMBINERS (WITHIN EQUIPMENT SHELTER) CITY OFFEDERAL WAY COMMUN17N DEVELOPMENT SITE AQUISITION • ADD (9) ANTENNAS • ADD (6) RRUS32 PROPERTY OWNER * ADD (4) DIPLEXERS ADD DIPLEXERS CONFIDENTIAL AND PROPRIETARY • (WITHIN EQUIPMENT (6) SHELTER) Not for disclosure outside Verizon Wireless TOWER OWNER 0 N Lm J4 SITE SOLUTIONS Professional Services NEW C WAVE ARCH ITECTU R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY-. YML APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 5-12-17 FINAL PERMIT REVISED PERMIT 3-8-17 1 PRELIMINARY PERMIT F3-28-17 7887 REGISTERED R HITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE TITLE SHEET SHEET NUMBER CONTRACTOR NOTES: THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES: DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SI VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. METAL NOTES: PART 1 -GENERAL 1. SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES. 2. SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3. QUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART 2 - PRODUCTS 1. MATERIALS: A. STRUCTURAL STEEL MEMBERS: B. STRUCTURAL TUBING: C. PIPE: D. BOLTS, NUTS, AND WASHERS: E. ANCHOR BOLTS: F. WELDING MATERIALS: G. GROUT: H. SHOP AND TOUCH-UP PRIMER: I. TOUCH-UP PRIMER FOR GALV. SURFACES: ASTM A572, GRADE 50 ASTM A500, GRADE B ASTM A53, TYPE E OR S, GRADE B ASTM A325 ASTM A307 AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED NON -SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS. SSPC 15, TYPE 1, RED OXIDE ZINC RICH TYPE 2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH. 3. FINISH: A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SPA TO SP-10 PROCEDURES. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. ERECTION: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALV. WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECT. 05000,-METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. J4 SITE SOLUTIONS Professional Services o WAVE C A R C H IT E C T U RE 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE. 5-12-17 PREPARED BY- YML APPROVED BY- JYS SUBMITTALS NO I DATE I DESCRIPTION 5-12-17 IFINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 1PRELIMINARY PERMIT 78871 REGISTERED ARCHITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE E SHEET NUMBER 5,� it T­'ji TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CABLE) 1. GENERAL A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. 2. MATERIALS: A. COAXIAL CABLE: 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN T-0" O.C. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8". 3. ANTENNA AND COAXIAL CABLE GROUNDING A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 4. COAXIAL CABLE IDENTIFICATION A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). 2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. 5. TESTING VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER / QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. ELECTRICAL NOTES: INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. S651-401, I.C.E.A. P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8"x18" RED CONCRETE DUCTBANK). CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO-OXY", "NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GROUNDING NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"- 10-FT. LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 11. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 BENDS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF V-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. J4 SITE SOLUTIONS Professional Services NEW WAVE C ARCHITECTURE 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE: 5-12-17 PREPARED BY. YML APPROVED BY- JYS SUBMITTALS [NO DATE DESCRIPTION 5-12-17 FINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 PRELIMINARY PERMIT 7887 REGISTERED R HITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE • I SHEET NUMBER JAI Pw .I, TAX PARCEL 0887950000 /0/ (E) BUILDING (E) BUILDING pt TAX PARCEL 0821049231 (E) BUILDING E) TREE, 71-(P, (E) CHAIN LINK FEI TELECOMMUNICA COMPOUND (E) 150'4' HIGH MONOPOLE TOWER (E-)�SPHALT'PARKING'--- AX -r -PARCEL'- (E) BUILDING 7/ 0621049,624 ' f "e °t (E) GRASS AREA 7. %/ " , (E) ASPHALT PARKING - z% PR0j!DL'RTy LINE 290- Rm WrAw swiffAmm soM immn' milir son NwAmm now mm mmm 7 (E) G RA EL' ACCESS ROAD' 'IN - GRE � I -(, S-S 1 //A �x A-2 P�X.PARCEC, 082104�064*, 4. (E) BUILDING IILDING J, .. ,�. , ., � �� '� �/ / I / � ° ' . '� > ` "x lip 1�- 11L j J-; -4A L- I md&-LiNE - ,---(E) BUILDING 7 7/7-7�7`77- 7 77,771", (E) BUILDING (E) BUILDING —7 TAX= PARCEL EL �• %f �' >°T -" • �} # ' °- `* 1 082I04906j,' x,. °°.a•` }_<`.�yK`.•"-•,` •�.`•°� % �, �f, (E) ASPHALT*F>ARk1NG' TAX PARCEL 0821049088 j' { 'pa a ad , _- � •--> °y " •� . ••- ` '°.° '�`� _� , . `° t,-e . z a.. ,. ," , ,• _ •- . "� . - $ R� ,y*• . °=�,y"c�p a �°_••.-,°.._,+` <•.d.Y . ' , " , "� , "- .. "• 5 " ._ (n NOTE: SITE PLAN DERIVED FROM EXISTING DRAWINGS, GIS, AERIAL IMAGES, AND SITE PHOTOS. NOT SUITABLE FOR ACCURATE MEASUREMENT Ono m 77Z (E) BUILDING --7 (E) BUILDING i/ a#] 91 FRI m, I SrM PLM A M-OVAL umbw- lay J4 SITE SOLUTIONS Professional Services NEW WAVE ARCH I T E C T U REI 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE: 5-12-17 PREPARED BY- YML APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 5-12-17 FINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 PRELIMINARY PERMIT 7887 REGISTERED R ,PHITECT 5-12-17 AY Y. SEO STA OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE OVERALL SITE PLAN SCALE- 1" = 20'-0'j (22x34), 1" = 40'-0" (11x17) NORTH SHEET NUMBER A-1 (E) PROPERTY LINE +57i-011 (E) CHAINLINK FENCE (E) TREE, TYP. H R u ENLARGED SITE PLAN SCALE- 1/4" = l'-O" (22x34), 1/8" = l'-O" (11x17) % --4-2 (E) VZVV Q. SHELTER (E) TOWER FOUNDATION -(E) GRk,/EL ACCESS'ROAD % (E) CONCRETE STOOP- (E) VZW RRUS12 WITHIN % EQ. SHELTER TO BE f. -REMOVED (TOTAL OF,3) (E) TELCO ,PEDESTAL % 0 % % (E) VZW COMBINERS WITHIN EQ. SHELTER TO BE REMOVED,(TOTAL OF 6) 4 0 6 0 F_ (E) VZW DIPLEXERS WITHIN EQ. SHELTER TO BE REMOVED (TOTAL OF 6)- 0 NEW VZW DIPLEXER S ( ),ATE A" �HOTHER,S` INSTALLED WITHIN EQ. E UIPMENTCABINET x EQUIPMENT CU r= Er OAXCM I O()OPAD TOTAL OF 6(E')'MW-ANTENNA 77 wom 4ww' 7 MOUNTED ON /7/7/ //////,,/7 /7 POST,---- 0 (F) OTHER`SlbE� DGE B-RI Ej PARKING 0 CURB,.TYP., 0 lt:)'GENERATOR % (E) UTILITY RACK .(E),70WEI'�, j 0 MUNDATION✓> LL) LL� 0 0 (E) VZW EQ. SHELTER 'w 7 T +1 z (E)­150,Q'HIG1 a - F -10bNOPOLE -•;> t TOWER-'_ ------------ (E) VZW ICE BRIDGE z I , ! " . * - - ;* w , E) VZW HYBRID CABLE 0 4 ROUTING (TOTAL OF I' (E) VZW COAX CABLE ROUTING Z' Cr (TOTAL OF 12) HYBRID COAX YBRj D 0 COAX V 4 0 AA, 4 4 .2i 1� z J 0 AA, 4 T- It- 0 0 -­--�o 0 - ------ 0 0, 0 t� ' I i I I I . , 1 mm I I k (E) OTHER'S METER ON H-FRAME (E) OTHER'S 11 EQUIPMENT CABINET (E) BUILDING ( ) PARKING LOT GRASS AREA 14 SITE SOLUTIONS Professional Services NEW WAVE 1A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY-- YML APPROVED BY- JYS ..j SUBMITTALS NO DATE DESCRIPTION 5-12-17 FINAL PERMIT 3-28-17 1 REVISED PERMIT 3-8-17 1PRELIMINARY PERMIT 788 REGISTERED R HiTECT 5-12-17 AY Y. SEO STATE OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE SHEET NUMBER A-2 GENERAL NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER. 2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE ABOVE. THIS CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. 3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: A - AT ANTENNAS B - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 4. EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (CHINESE FINGER GRIP) HUNG FROM A J-HOOK AT TOP OF TOWER. 5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA PLATFORM, TOWER BASE AND BUILDING ENTRY PORT. (E) VZW ANTE REMAIN (TOT) (E) VZW ANTE REMOVED (3F TOTAL OF 9) (E) VZW LO�AJ PLATFORM—— (E) 150'-0" HIG MONOPOLE T ANTENNA PLAN SCALE- 1/2" = 1'-0" (22x34), 1/4" = 1'-O" 01x17) SECTOR ANTENNA QUANTITY 1 1 EXISTING - 850 CMDA 1 1 NEW - 700/PCS LTE 1 1 NEW - 700/850 LTE 1 1 NEW -AWS 1/3 2 1 EXISTING - 850 CMDA 2 1 NEW - 700/PCS LTE 2 1 NEW - 7001850 LTE 2 1 NEW - AWS 1/3 3 1 NEW - AWS 1/3 3 1 NEW - 700/PCS LTE 3 1 NEW - 700/850 LTE 3 1 EXISTING - 850 CMDA TOTAL "111AKrriT, 12-ANTENNAS PANEL ANTENNA AND ANTENNA CABLE SCHEDULE ITENNA SIZE ANTENNA TIP HEIGHT AZIMUTH DOWNTILT RRUS OVP 7'-11" 158.0' 3460 40 2 NEW - RRUS 32 1 EXISTING - O /P AT ANTENNA LEVEL 8'-0" 15$.0' 3460 20 86-0" 158.0' 3460 00 6'-3" 158.0' 3460 00 7'-11" 158.0' 900 40 2 NEW -RRUS 32 70-8" 158.0' 1300 10 71-8" 158.0' 1300 00 " ° ° JNNACA RUNS PER ANTENNA JANTEN SIZE ABLE I ANTELENGTH BLE' 1 EXISTING -HYBRID HYBRID - 6 X 12 (1.09 DIA.) ± 175'-0" 5-7 158.0 130 0 EXISTING - OVP 1 12 EXISTING - COAX I COAX - 7./8" DIA, 5'-7" 158.0' 2100 00 2 NEW - RRUS 32 AT GROUND LEVEL 71-8" 158.0' 2100 00 7'-11" 158.0' 2260 50 6 - RRUS 2 - OVP I 1 - HYBRID 12 - COAX w m a', _— NEW VZW ANTENNAS A > MOUNTED ON ANTENNA 2 N S, 0 MOUNTING PIPE �-4 0. (3 PER SECTOR, TOTAL OF 9) w i� (E) VZW ANTENNAS W MOUNTED ON ANTENNA � i MOUNTING PIPE (TOTAL SEOTrJIZ - 2 s .. RELOCATED EXISTING VZ�V4N SAC I a 2 900 ANTENNAS MOUNTED ON fi�9 ANTENNA MOUNTING PIPE g (TOTAL OF 1) ---�� '1l � r ` a r--- — --;E) VZ`1L' SURGE PROTECTOR/ (E) VZW SURGE ��, - _ . E s t OVP MOUNTED TO PIPE ON PROTECTOR; OVP TO TOP OF TOWER (TOTAL. OF 1) REMAIN (TOTAL OF 1;I 3 ~` NEW VZW RRUS 32 MOUNTED (E) VZW DIPLEXER TO BE � �f h ` � r3 REMOVED (2 PER SECTOR, h a = 'f ' ON ANTENNA MOUNTING PIPE TOTAL OF 6) � �. �� - �f �. =�. --'' (2 PER SECTOR, TOTAL OF 6) A-4 ti J i NEW VZW DIPLEXERSr4 � x' MOUNTED ON ANTENNA J��4 MOUNTING PIPE (TOTAL OF 4) C� ° (E) VZW LOW PROFILE ._� ,xj ,"� �•2 PLATFORM--------- --------%' f� ° ;4 (Ei 1517`-C�" NIGH � � (E) VZW RRUS12 TO BE I REMOVED (1 PER SECTOR, MONOPOLE TOWER -----------__ _..__.-------__.-- Off. TOTAL OF 3) <vv�o° `ti�o NEW ANTENNA PLAN AT 158.0' A.G.L. (ANTENNA TIP HEIGHT) 14 SITE SOLUTIONS I Professional Services W WAV E A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY-. YML APPROVED BY- JYS SUBMITTALS NO I DATE IDESCRIPTION 5-12-17 IFINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 1PRELIMINARY PERMIT 78871 REGISTERED ARCHITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE ANTENNA PLAN, SCHEDULE, AND NOTES SHEET NUMBER A - 2A ill T OP OF EXISTING VZVV ANTENNAS TOP OF EXISTING MONOPOLE TOWER CENTER OF EXISTING VZiA/ MW ANTENNA 30,0' (E) VZW RRUS12 WITHI EQ. SHELTER TO BE REMOVED (TOTAL OF (E) VZW COMBINERS WITHIN EQ. SHELTER 1 BE REMOVED (TOTAL C (E) VZW DIPLEXERS WITHIN EQ. SHELTER l BE REMOVED (TOTAL C (E) VZW EQ. SHEL TIER (E) VZW%1 CHAINLINK FENCE----------, EXISTING GRADE __----_—__—__-__—__--------_-----___.__ 0.01 EXISTING NORTH ELEVATION SCALE- 1/8" = 1'-0" (22x34), 1/16" = T-0" (11x17) (E) VZW ANTENNAS TO BE nri m j REMOVED (3 PER SECTOR, (E) VZW ANTENNAS TO TOTAL OF 9) REMAIN (TOTAL OF 2) 0 TOP OF NEW AND EXISTING VZW ANTENNAS 2 NEW VZW ANTENNAS 158.0` MOUNTED ON ANTENNA A4 MOUNTING PIPE (3 PER SECTOR, TOTAL OF 9) _ T O€n e)11- EXISTING MONOPOLE TOWER 150 ,� _ _ y 3 N NEW VZW RRUS 32 MOUNTED ON ANTENNA MOUNTING PIPE A (2 PER SECTOR, TOTAL OF 6) CENTER OF EXISTING VZW MW ANTENNA NEW VZW DIPLEXERS INSTALLED WITHIN EQ. EQUIPMENT SHELTER (TOTAL OF 6) (E) VZW EQ. SHELTER (E) VZW CHAINLINK FENCE ----,- EXISTING GRADE - ---------------- ---- --- _ 0.01 2 NEW NORTH ELEVATION SCALE. 1/8 = 1 -0 (22x34), 1/16 = I' -0 (11x17) (E) VZW LOW PROFILE PLATFORM (E) VZW SURGE PROTECTOR/ OVP MOUNTED TO PIPE ON TOP OF TOWER (TOTAL_ OF 1) (E) OTHER'S ANTENNAS (E) VZW MW ANTENNA (E) OTHER'S ICE BRIDGE (E) MW ANTENNA MOUNTED ON POST__—_-- (E) OTHER'S EQUIPMENT CABINET ON CONCRETE PAD -- �� p - NEW VZW DIPLEXERS 4 MOUNTED ON ANTENNA MOUNTING PIPE �A-4 (TOTAL OF 4) (E) VZW ANTENNAS MOUNTED ON ANTENNA. MOUNTING PIPE. (TOTAL OF 2) (E) 1 0,0' HIGH MONOPOLE TOWER (E) VZW HYBRID CABLE MOUNTED INSIDE MONOPOLE TOWER. (TOTAL OF 1) (E) VZW COAX CABLE MOUNTED INSIDE MONOPOLE TOWER (TOTAL OF 12) SrM.PLAN AJ pert Approved By.--- ._..� ts: , \ i= - (E) GENERATOR -L)p J4 SITE SOLUTIONS I Professional Services c W WAVE A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY- YML [APPROVED BY- JYS SUBMITTALS NO I DATE I DESCRIPTION 5-12-17 IFINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 PRELIMINARY PERMIT 7887 REGISTERED "-, I ARCHITECT VAr-12-17 JAYY. SS OF OG SITE SEA® FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE SHEET NUMBER A-3 GENERAL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 1 GENERAL NOTES NOT TO SCALE Cl PANEL ANTENNAS DOWN -TILT BRACKETS REFER TO DETAIL -A DIPLEXER MOUNTING DETAILS NOT TO SCALE m . NOT TO SCALE U-BOLT CONNED I lwllv TO ANTENNA MOUNT NOTES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. (OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFLECT PART #131001 OR APPROVED EQUAL PARTS: ITEM QTY DESCRIPTION 5 1 ADAPTER, POLE, LOWER �2 1 BRACKET, DOWNTILT, POLE 4 3� 1 BRACKET, DOWNTILT, ANTENNA ® 6 1/2 X 1 HEX HEAD BOLT EL 6 1/2 WASHER 'ENNA © 2 _SPLIT 5/16 X 1 HEX HEAD BOLT ') �7 2 5/16 SPLIT WASHER 8 4 1/2" THREADED ROD �9 8 1/2" SPLIT WASHER 10 12 1/2" NUT MOUNTING HARDWARE DIPLEXER NOTE: 1. DIPLEXERS MOUNTED AT ANTENNAS. 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC's FOR MOUNTING DETAILS. 3. DIPLEXER DETAIL AS SHOWN AS A REFERENCE AND IS SUBJECT TO CHANGE. 4. PLATFORM SHOWN AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. DIPLEXER MOUNTING PLATE IPLEXER POLE RRU PIPE ADAF MOUI (TYP, RRU: 3 RRUS 32 NOT TO SCALE ISOMETRIC VIEW Alk RRUS NOTE: 1. RRUS MOUNTED NEAR ANTENNAS. 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC'S FOR MOUNTING DETAILS. 3. RRUS DETAIL AS SHOWN AS A REFERENCE AND IS SUBJECT TO CHANGE. 4. PLATFORM SHOWN AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. NOTE: RRUS CAN ONLY BE PAINTED ON SUNSCREEN 4') nn" N h N FRONT MFR'S STAP MOUNTING BRACKETS RRU WITH SUNSHIELD _r 7.008le 0 N 'i : J4 SITE SOLUTIONS Professional Services NEW WAVE C A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY: YML APPROVED BY- JYS SUBMITTALS NO I DATE I DESCRIPTION 5-12-17 IFINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 1PRELIMINARY PERMIT 78871REGISTERED 4RCHITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE . SEA- L WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE SHEET NUMBER F. J4 SITE SOLUTIONS Professional Services 0 NEW WAVE AR C I I T E C T - -1 EI 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE. 5-12177 PREPARED BY: YML APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 5-12-17 FINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 PRELIMINARY PERMIT 7887� REGISTERED R HITECT 5-12-17 AY Y. SEO STAB OF WASHINGTON r. 30911 PACIFIC HWY S I FEDERAL WAY, WA 98053 SHEET NUMBER EXISTING MONOPOLE TOWER EXISTING COLLECTION GROUND BAR FINAL GROUND LEAD, #2 AWG 7 STRANDED GREEN INSULATED COPPER CONDUCTOR TO EXISTING MASTER GROUND BAR AT BASE OF TOWER, NEAR EXIT PORT 2 EXISTING ANTENNA PLATFORM 8 EQUIPMENT GROUNDING, #2 AWG STRANDED GREEN INSULATED VERIZON WIRELESS ANTENNAS COPPER CONDUCTOR TO EXISTING COLLECTION GROUND BAR 3 EXISTING MASTER GROUND BAR AT BASE OF TOWER, NEAR EXIT 4 PORT. EXISTING MASTER GROUND BAR FINAL GROUND LEAD TO EXISTING /� 5 TOWER GROUND RING 2 -� 3 ANTENNA GROUNDING, #2 AWG STRANDED GREEN INSULATED TYP 6 COPPER CONDUCTOR CADWELD TO BOTTOM OF ANTENNA PIPE TO EXISTING COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER GENERAL NOTES- 1 ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANITE PAINT B35OW3 OR EQUAL. 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 4. ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED. 5. THE ELECTRICAL CONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLED AND TESTING PROCEDURES AS DESCRIBED IN THE GENERAL ELECTRICAL PROVISIONS. LEGEND ITEM DESCRIPTION 5/8" DIAMETER x 10'-0" LONG COPPER CLAD GROUND ROD, MINIMUM 42" BELOW GRADE, AT MINIMUM 10'-0" O.C. (HARGER #5810). - -+- - NEW MECHANICAL CONNECTION Y_ r, EXISTING MECHANICAL CONNECTION GROUNDING PLANS AND NOTES 1 SCALE- 1/2" = 1'-0" (22x34), 1/4" = 1'-0" (11x17) 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 6. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN. 7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 8. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 9. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 10. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 12. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 13. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 14. USE OF 900 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 BENDS CAN BE ADEQUATELY SUPPORTED. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 17. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8" WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 22. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 23. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 24. GROUND BARS SHALL NOT BE FIELD MODIFIED. 25. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 26. USE PANI SCHEME FOR LOADING ON MGB AS DISCUSSED IN NSTD 119,33 & 36. RXO JUMPER REQUIRED ONLY FOR 1 518"0 COAX OR FOR EASE OF CONNECTION (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) REFER TO NOTE 2 - FROM ANTENNA FRAME SUPPORT FROM ANTENNA MAST AIR TERMINALS (WHEN REQUIRED) - NOT • SCALE STRANDED CU WIRE WITH GREEN, 60OV, THHN/THWN INSULATION. SIZE AS SPECIFIED TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER CAD WELD WITH #2/0 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 60OV, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB #6 AWG TXO RX1 #2 AWG STRANDED, INSULATED COPPER CONDUCTOR. 0 0a 0 0 �0� 0 000�rOP-_-, WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) REFER TO NOTE. ANTENNA CABLE IN CABLE TRAY TO EQUIPMENT LOCATION (TYP.) COLLECTION GROUND BAR MOUNTED NEAR/BELOW ANTENNA. REFER TO DETAIL 5, THIS SHT. #2 AWG STRANDED, INSULATED COPPER CONDUCTOR BONDED TO GROUND WIRE ALONG CABLE TRAY TO EXTERIOR GROUND BAR. ANTENNA CABLE I i I WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) - 2 1 /2"0 MAX. CONNECTION OF COAX CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 4F2 AWG STRANDED JUMPER W/ SHORT BAREL COMPESSION LUGS ;T&B #54205 OR #5407), USE STAR HASHERS, LOCK WASHERS, AND SHEET METAL SCREWS TO SECURE TO EXTERNAL GROUND BAR BY 3ONTRACTOR. COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS W/ TWO (2) 3/8"0 BOLTS AND LOCK WASHERS (TYP.) SUPPLY AND INSTALLED BY CONTRACTOR. 7/16" DIA. (TYP.) 4" x 10" x 1/4" THK. COPPER GROUND BAR W/ 4" INSULATED STAND OFF. (HANGER #GBI-14410) SUPPLY AND INSTALL BY CONTRACTOR #2/0 AWG INSULATED STRANDED COPPER CONDUCTOR DOWNLEAD TO MASTER GROUND BAR OR OTHER FINAL GROUNDING POINT 5 COLLECTION GROUND BAR NOT TO SCALE N I DOO 0 �000O * GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. PANT SCHEME SPECIFICATIONS: PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE -GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND NON -ISOLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (1) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBN EQUIPMENT J4 SITE SOLUTIONS I Professional Services NEW WAVE C A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH.COM DATE- 5-12-17 PREPARED BY- YML APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 5-12-17 FINAL PERMIT 3-28-17 REVISED PERMIT 3-8-17 PRELIMINARY PERMIT 7887 REGISTERED R HITECT 5-12-17 JAY Y. SEO STA OF WASHINGTON SITE SEA - FEDERAL WAY ( AWS3 ) 30911 PACIFIC HWY S FEDERAL WAY, WA 98053 SHEET TITLE GROUNDING PLAN, DETAILS AND NOTES SHEET NUMBER 6 GROUND BAR CONNECTION DETAIL AND NOTES NOT TO SCALE