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20-100365F 4llk CITY OF Federal Way FILE RECEIVED JAN 2 8 2020 CITY QF FEDERAL WAY Cpl, MUNIT`Y DEVELOPi EMT Eligible Facilities Request DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 sY1YW.CIIYPI�i'd@f 1It4'�y;.Cf.JR1 FILE NUMBER d 4 - , �Z Q 3_(a 5 - AD Date I a D Applicant NAME MMARYPHUNt 206-549-3849 Mxr- 506 Second Ave. Suite 1533 ronnie.hyde@coreoneconsultants.com Seattle WA 98104 Slte Address: 1216 SW Dash Point Rd. Federal Way, WA 98023 Parcel #: S153200621 Project Name: SS63 Adelaide LTE 6C ELIGIBLE FACILITIES SUBMITTAL REQUIREMENTS Use this checklist to help gather all of the required information and documents in order to submit an eligible facilities request pursuant to Federal Way Revised Code (FWRC) 4.24.020, Please note, incomplete applications will not be accepted. Submitted Completed Eligible Facilities Checklist (following) Check, cash, Visa/MasterCard for applicable fees I ® I Site Plan —Three Copies 1. Minimum plan size of 11" X 17". 2. North arrow. 3. Drawn to scale, dimensioned, and labeled. 4. Building footprint(s), Including square footage. 5. Location and dimensions of existing structures, property lines, sidewalks, easements, street I edges, mechanical equipment, fencing, rockeries, and retaining walls. ® Elevation —Three Copies 1. Minimum plan size of 11" x 17". 2. Drawn to scale, dimensioned, and labeled. 3. Front, rear, and side (labeled as north, south, east, and west) building elevation of existing and proposed structures. 4. Height of structure calculations. 5, Roof -top and ground based mechanical equipment screen details. k;\Handouts\Eligible Facilities Request Bulletin 081—September 24, 2018 Page 1 of 3 ',ELIGIBLE FACILITIES CHECKLIST Proposed modifications to an existing tower or base station must meet at least one of the three threshold criteria below for an eligible facilities request. For definitions please refer to FWRC 19.256.020. Check all that apply. Collocation of new transmission equipment Removal of transmission equipment X Replacement of transmission equipment Is the proposed modification a substantial change as defined in FWRC 19.256.020? To determine, fill in the appropriate Information below. If the application does not meet all of the criteria below, then the project does not qualify as an eligible facility and it is unnecessary to complete this form. To determine the correct review process, refer to FWRC Chapter 19.256, "Wireless Communication Facilities." Criteria 1 ■ For towers other than towers in the public rights -of -way, it does not increase the height of the tower by more than 10 percent, or by the height of one additional antenna array, with separation from the nearest existing antenna not to exceed 20 feet, whichever is greater. • For other eligible support structures, it does not increase the height of the structure by more than 10 percent, or more than 10 feet, whichever is greater. Existing height of the structure: 59' 10" (ft/ in)Proposed height of the structure: 59' 10" (ft/ in) Distance of proposed array from nearest array: _ N/A (ft/ In) Criteria 2 • For towers other than towers in the public rights -of -way, it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater. • For other eligible support structures, it does not involve adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet. What is the existing width of the structure at the level of the appurtenance? _3 (ft/ in) What is the proposed distance the appurtenance will protrude from the structure? 3 (ft/ in) Criteria 3 For any eligible support structure, it does not involve installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, • For towers in the public rights -of -way and base stations, it does not involve installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure; or • It does not involve installation of ground cabinets that are more than 10 percent larger in height or overall volume, than any other ground cabinets associated with the structure. How many new equipment cabinets are proposed? _0 Bulletin 081—September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request Criteria 4 r for all existing facilities, it does not entail any excavation or deployment outside the current site, Will any excavation or equipment installation occur outside of the current site of the structure? ❑ Yes ® No Criteria 5 ■ For all existing facilities, the modification does not defeat the concealment elements of the eligible support structure. Please describe any existing and proposed concealment elements: Antennas are slim mounted on PSE Utility Pole. Antennas are painted to match Will the proposal Increase the visibility of the facility? ❑ Yes ® No Criteria 6 The modification complies with conditions associated with the siting approval of the construction, or modification of the eligible support structure or base station equipment; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified above. Identifyknown conditions associated with previous approvals of the existing facility Will the proposal violate any of the above conditions? If yes, explain: N/A Is this an Eligible Facility Request? ❑ Yes ❑ No To Be Completed By Staff Yes ❑ No Does the proposal constitute a substantial change? ❑ Yes3. No In accordance with FWRC 4,24,020, this application is hereby: Approved ❑ Denied l� W_ r-r-) / J Director, Community Development Department 2 ' 12' W Z� Date Bulletin 081—September 24, 2019 Page 3 of 3 k:\Handouts\Eligible Facilities Request PROJECT DESCRIPTION AT&T PROPOSES TO MODIFY AN EXISTING TELECOMMUNICATIONS FACILITY: • THE REMOVAL OF (6) EXISTING PANEL ANTENNAS & (4) EXISTING TMA's TO BE REPLACED WITH (4) PROPOSED PANEL ANTENNAS, (2) PROPOSED TMA's . INSTALL (6) PROPOSED RRH's ON NEW H—FRAME. • THE REMOVAL (4) EXISTING RRHs TO BE REPLACED WITH (4) PROPOSED RRHs ON EXISTING H—FRAME & (1) PROPOSED DC SURGE SUPPRESSOR AT BASE OF EXISTING 50'-0" WOOD UTILTFY POLE - THE REMOVAL OF (12) EXISTING DIPLEXERS TO BE REPLACED WITH (13) PROPOSED DtPLEXERS & (1) ABIL/ASRC CARD, (1) CORDEX RECTIFIER & (1) DC CONVERTER IN EXISTING PURCELL EQUIPMENT CABINET INSIDE WOOD FENCED COMPOUND. PROJECT INFORMATION SITE ADDRESS 1216 SW DASH POINT RD ZONING DISTRICT: RS15.0 FEDERAL WAY, WA 98023 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 4T 19' 40.191" N PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY LONGITUDE: 122' 21' 1.958" W OCCUPANCY: S-2 JURISDICTION: CITY OF FEDERAL WAY A.P.N. 5153200621 RF DATA SHEET DATE ISSUED: 07/17/2016 VERSION: 2.00 DRAWING INDEX REV T-1 TITLE SHEET 0 GN-1 GENERAL NOTES 1 0 GN-2 GENERAL NOTES II 0 GN-3 GENERAL NOTES III 0 C-1 SITE PLAN 0 C-2 PARTIAL SITE PLAN 0 C-3 EXISTING EQUIPMENT LAYOUT 0 C-4 PROPOSED EQUIPMENT LAYOUT 0 C-5 EXISTING & PROPOSED NORTHWEST POLE ELEVATIONS 0 RF-1 EXISTING ANTENNA CONFIGURATIONS 0 RF-2 PROPOSED ANTENNA CONFIGURATIONS 0 RF-3 RF & EQUIPMENT DETAILS 0 S-1 STRUCTURAL DETAILS 0 G-1 GROUNDING NOTES 0 G-2 SCHEMATIC GROUNDING PLAN 0 G-3 GROUNDING DETAILS 0 LEGAL DESCRIPTION LITILITY POLE: SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY, WA 98023 EQUIPMENT PARENT 0MkQEL- MARINE VIEW ESTATES ADO SWLY 1/2 SITE PROJECT PARTICIPANTS A/E LEE CAMPBELL CORE ONE CONSULTING USA 778-805-2166 SAC RONNIE HYDE CORE ONE CONSULTING USA 206-549-3849 RF ANNE LE AT&T WIRELESS 425-614-5641 PROPERTY OWNER T.B.D. FOURSQUARE CHURCH T.B.D. SAC MANAGER HANNAN RUTKOSKY MASTEC NETWORK SOLUTIONS 253-579-3503 A&E MANAGER DANIEL KELLY MASTEC NETWORK SOLUTIONS 253-579-3503 CM MIKE SUTHERBY MASTEC NETWORK SOLUTIONS 253-579-3503 PROJECT SCOPE: LTE BC FA#: 10092675 PTN#: 3BO l AOPE 1 9 PACE NUMBER: MRWOR040936 SITE NUMBER: SS63 SITE NAME: ADELAIDE at&t ADDRESS: 1216 SW DASH POINT RD FEDERAL WAY, WA 7BO23 SITE TYPE: WOOD UTILITY POLE CONSTRUCTION DRAWINGS VICINITY MAP DIRECTIONS (RTC BUILDING 3: 16221 NE 72nd WAY, REDMOND, WA 9B052): READ EAST TOWARD 16UH AVE NE, TURN RIGHT ONTO 16M AVE NE, TURN LEFT ONTO 17M AVE NE, TURN RIGHT BIY AFTER DAQUEEN GRILL & CHILL, TURN RIGHT TO MERGE ONTO WA-520 W TOWARD SEATTLE. TARE THE INTERSTATE 4q5 S EXIT TOWARD RFMOH, MERGE ONTO I-405 % KEEP LEFT M STAY ON 1-405 S, TAKE THE WTERSTATE S 5 art TOWARD PDRn AN% MERGE ONTO 1-5 S, TAKE E7nT 147 roR S 272ND ST, TURN RIGHT ONTO S 272W0 ST. USE THE LEFT 2 LANES TO TURN LEFT ONTO HWY 99 S/WA-509/PACIFIC VW S, TURN RIGHT ONTO S DASH POINT RD, DESTINATION WILL BE ON THE RIGHT. Insanity Motorsporlsq Sri wnhb 5W 00:th Sl J%% u+g, ;w mom s, SITE ,,,, ;os,h 51 i q 1?ibSouUlweal 7 Dash Point Road ,r, 3oe:h Sr Grace ChurAq V� S'N 304 h BTB Gear P 'n SW anith gl ` 5413"�� J. Albin 7 swaosmst Lake Grove Park 9 svrasau, s J091h 9t SCALING DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. s � • :F:TII�Ya3!�11 DIG INFORMATION UULC: UTILITIES UNDERGROUND LOCATION CENTER 1-800-424-5555 OR 811 W W W. CALLBEFOREYOUDIG.ORGANASHINGTON Know what's halo., 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Call before you dig BUILDING CODES AND STANDARDS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2015, NATIONAL ELECTRICAL CODE, A5 ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASO, THIRTEENTH EDITION ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. JURISDICTIONAL APPROVAL APPROVED PLANNING City of Federal Way Dept. of Community DevVED 'ermit # 9044034 -06-4t� 13y WII.Tom &IJI JAN 2 8 2020 Date da -1 a'a o � al-y.,pF FF-oF-pAL WAY COMMUNITY DEVELOPMENT Oat&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 9BG52 e: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1.1--0-- DRAWN BY: JH CHECKEO SY: L.0 SUBMITTALS I THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR OISCLOSURE OTHER THAN THAT WHICH RELATES TO T CLIENT-EO IS STRICTLY PROHIBITED �, B. 1 rn I j/I yy�S i C- ff X 56058 ♦a�:;'Sin ni a � E� SITE ADELAIDE SS63 121 B SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 10092675 SFEET TILE TITLE SHEET SHEET NUMBER T — 1 LU J LL GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLATNS- DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION IK:LUDJNG, Or NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION Or TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUA'T10N. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TIDWERR NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIOS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDIITONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. DRAWINGS ARE NOT TQ BE SCALED, WRTirEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR MCRAWMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQULPMEW. LABOR, AND ANY REQUIREMENTS DEFAMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN ME DRAWINGS AND OWNER'S PROJECT MANUAL 5. THE ARCHITECTS/ENGINEFRS 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 QMWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPETING THE PROJECT AND IIIPROVEMENr5 IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS, THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (W WRITING) THE ARCHTECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWRN= ARE NOT TO BE SCALED UNDER ANY CRCIMSTANCE, TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCT10N PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECFCATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INVALL05 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 UTLLTY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. GENERAL CONTRACTOR SHALL PROVIDE. AT THE PROJECT SITE. A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE EHY ALL PERSONNEL INVOLVED WITH THE PROTECT. THIS SET IS A VA,UD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERN= AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES- THE PLANS ARE NOT TO BE USED BY THE WORKMEN, ALL CONSTRUCTION SETS SHAD. REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SWILL ALSO MAINTAIN ONE SET OF PLANS IN GOOD CONDITION, COMPLETE WITH ALL REVISONS. ADDENDA, AND CIIAHGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILTTY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIER IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHILL STAR THE EXPE45CS OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT OMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.OS.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCF,£DING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SUB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. 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. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO ENSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38, THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY. UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDUNED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AHD/OAR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE 1[) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. WWEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE. COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAW THE ROOFING IN A WATERTIGHT CONOITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNERS EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPUCATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND/OR SPECIFICATIONS. 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKOROER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PRW04NO FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TD ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (W APPEARAN M OE51GNATED MST140 EXTERIOR BUILDING FACADE MATERIALS, 'RES. AND COLORS- THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE DF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSLMULATONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSINULATION, SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTON. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS ((WHERE APPLICABLE). PLASTIC LIP TIES $IHALL NOT BE PERMITRED FOR USE 4N TOWER NETWORK CARRIER PROJECTS RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. META, LOCKING TES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUF PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS SPECIAL NOTES: 1. PUNS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TG ONE PLAN, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THM PUNS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR RENEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 2. IF CONTRACTOR OR Si1B-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S +RID THE SUB -CONTRACTOR'S RESPONSIBILTY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS S}NLL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BULOWC: AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SWILL BE RESPONSIBLE FOR PROCURIM ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 3. IN EVERY EVENT. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED YO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BLTr THIS SHALL NOT RELIEVE THE CONTRACTOR, SUE-OONTRACTOR, AND/OR SUPPLIER/MANUFACTLIRER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDMON, THEN it SHALL BE THE OEEMCO AND UNDERSTOOD TO BE INCLUDED IN THE DRAIWHGS. FOR EXAMPLE, IF AN ITEM ANC/OR PIECE OF EQUIP" REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, ANG/OR INCREASED LENGTH (t.E. BOLT LENGTHS, BAR LENGTHS) THEN TF SHALL BE DEELIED AND UNDERSTOOD TO BE INCLUDED IN THE BIO/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL TT]AS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATONSHLP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. L&L AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 al COREONE 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECTNO: 191 B1066 ❑FRAVJN BY: J.H CHECKED BY: LC SUBMITTALS 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARYBYNAT E ANY USE OR'E' CS SURE OTHER THIN THAT WHICH RELATES TD TFE QIENT NAMED IS -TRICfLY PROH_TEO 56058 NA�E4� SITE ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA E: 10092675 SHEET TITLE GENERAL NOTES I BHEETNUMBER GN-1 Uj J LL DESIGN CRITERIA; 1- THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS. 2. DESIGN LOADS: SEE STRUCTURAL PRESUMPTIVE LOAD -BEARING VALUES VERTICAL LATERAL BEARING LATERAL SLIDING RESISTANCE SOIL TYPE FOUNDATION PRESSURE (psf) PRESSURE (psf) COEFFICIENT COHESION (psf)b OF FRICTION° CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT 1.500 100 - 130 (CL, ML, MH AND CH) FOR Sk 1LB PER SQUARE FOOT = 0.0479kPa, 1LB PER SQUARE FOOT = 0.157 kPa/m. V. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD. b COHESION VALUE TO BE MULTIPLIED BY THE CONTACT AREA AS LIMITED BY SECTION 1806.3.2 CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS.. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (f'a) RATIO CONTENT PER CUBIC YARD A STRUCTURAL SLABS AND 4.000 PSI 5.45 6 X SACKS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE 4,000 PSI 5.45 6 )¢ SACKS EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI K AS 6 Yz SACKS D. SLABS ON GRADE/TOPPING SLABS 2,500 PSI 5.45 6 Yz SACKS (FOR EQUIPMETNr CABINET) CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2015 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S7) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6- REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED 3' SURFACES, EARTH FACE - FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2' TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2' - SLABS AND WALLS (INTERIOR FACE) 3/4' 11. BARS SHALL BE SUPPORTED ON CHAIRS OR OOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. BUILDING NOTES: I. VERIFICATION THAT THE EXISTING BUILDING ROOF CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. SAFETY PROGRAM: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THEIR OWN SAFETY TRAINING PROGRAM. ABBREVIATED ROOF TQP SAFETY PROCEDURES (WHEN APPLICABLE):_ (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.. BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE 4. SAFETY LINE SHALL BE MINIMUM %- DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5, SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKER! RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES tamt AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 CCIREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1-15UOBB DRAWN BY: J.H CHECKED BY: LC. SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY SY NATURE ANY 1.5E OR OISCLOSLIfiE OTHER -THAT WHICH RI-S TO TI-E CUEM NAMED IS sTRlcnv PROwBITEO -� d. [ ~R� WA Qd tI if p 1 1'GJ ,JS T •, of 1 _z 56058 ♦,1/0NALE 4 SITE ADELAI DE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 10092675 sFEET TITLE GENERAL NOTES II SHEETNUMBER GN-2 1. STATEMENT OF SPECIAL INSPECTIONS IBC SI I SO TITLE 1705.1.1 SPECIAL CASES SEE FOLLOWING NOTES FOR 1705.2 STEEL CONSTRUCTION 1705.3 CONCRETE CONSTRUCTION SEE TABLE 1705.3) 5705.8 Tx SOILS SEE TABLE 1705.6) 1705.7 DEEP DRIVEN FOUNDATIONS SEE TABLE 1705.7 1705.8 CAST IN PLACE DEEP FOUNDATION SEE TABLE 1705.8 SI = SPECIAL INSPECTION SO = STRUCTURAL OBSERVATION X = ITEM IS REQUIRED N/R = ITEM IS NOT REQUIRED SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. SEE ARCH, MECH AND ELEC DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS. 1.1 INSPECTION/TESTING REQUIREMENTS: SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110. AND CHAPTER 17. 1.2 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110): 1.2.3 FRAMING INSPECTIONS SHALL BE MADE AFTER ALL SHEATHING, FRAMING, BLOCKING AND BRACING ARE COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND APPROVED PRIOR TO COVER. 1.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTIONS OF ACONSTRUCTION WORK TO ASCERTAIN COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORCED BY THE BUILDING OFFICIAL 1.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS (IBC CHAPTER 17): 1.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL OMISSION FROM THE LIST BELOW OF TESTING AND INSPECTION REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND INSPECTION REQUIRED BY THE SPECIFICATIONS, THE IBC AND THE BUILDING OFFICIAL 1.3.3 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION. 1.4 STRUCTURAL OBSERVATION 1.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION IN A MANNER AS REQUIRED TO BECOME GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION. 1.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE. TIMING AND DURATION OF OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING CONSTRUCTION. 1.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR GUARANTEE BY THE STRUCTURAL ENGINEER. 1.5 SPECIAL INSPECTOR: SHALL BE CURRENTLY WASO CERTIFIED AND UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 1.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 1.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER OF RECORD, ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF NOT IN CONFORMANCE, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL 1.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. THE REPORT SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 2. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION IBC TABLE 17W CONTINUOUS PERIODIC REFERENCED SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL STANDARD IBC REFERENCE INSPECTION INSPECTION 1. INSPECT REINFORCEMENT, INCLUDING 0 318 Ch. 20, PRESTRESSING TENDONS, AND VERIFY X - 25.2,25.3, 1900.4 PLACEMENT. 26.6.1-26.6.3 2. REINFORCING BAR WDDING: A VERIFY WELDABIUTY OF REINFORCING _ X AWS DIA _ BARS OTHER THAN ASTM A706: ACI 318: 26.6.4 B. INSPECT SINGLE -PASS FILLET WELDS, X AWS DIA _ MAXIMUM 5/16'. AND AD 31& 26.6.4 C. INSPECT ALL OTHER WELDS X _ AWS DIA ACI 318: 28.6.4 _ 3. INSPECT ANCHORS CAST IN CONCRETE X ACI 318: 17.82 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CORCRM MEMBERSb A ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCUNED X - AD 31& 17.8.2.4 - ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE - X ACI 318: 17.8.2 - ANCHORS NOT DEFINED IN 4A 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 31& CK 19, 26.43, 26.4.4 _ 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C172 ASM SLUMP AND AIR CONTENT TESTS, AND X - C31 ACI 310: 1908.10 DETERMINE THE TEMPERATURE OF THE 26.4, 26.12 CONCRETE 7. INSPECT CONCREFE AND SHOTCREIE 26.5 1908.61 1908.7, PLACEMENT FOR PROPER APPOCANON X - AG 319: 1908.8 TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED _ X AD 31& 19089 CURING TEMPERATURE AND TECHNIQUES. 26.5.3-26.5.5 9. INSPECT PRESTRESSED CONCRETE FOR: A APPUCATION OF PRESTRESSING X _ FORCES; AND ACI 318: 26.10 B. GROUTING OF BONDED X _ PRESTRESSING TENDONS. 10. INSPECT ERECTION OF PRECAST _ X ka 31& Ch. 26.1- CONCREIE MEMBERS. 11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO - X ,AO 311L 26.11.2 - REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, ACI 31& _ LOCATION AND DIMENSIONS OF THE X 26.11.1.2(b) CONCRETE MEMBER BEING FORMED. 2.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 AS NOTED IN TABLE 13, INCLUDING: 2.1.5 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.). 3. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS MC TARE 1765.E CONTINUOUS PERIODIC SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL INSPECTION INSPECTION 1, VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE - X THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED - X PROPER MATERIAL 3. PERFORM CLASSIFICATION AND TESTING _ X OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND UFT THICKNESSES X _ DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FlU, INSPECT SUBGRADE AND VERIFY - X THAT SITE HAS BEEN PREPARED PROPERLY 4. REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 18C TABLE 1=7 CONTINUOUS PERIODIC SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL INSPECTION INSPECTION 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE X - REQUIREMENTS. 2. DETERMINE CAPACRIES OF TEST ELEMENTS AND CONDUCT AD01- T10NAL X - LOAD TESTS, AS REQUIRED. 3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X - RECORDS FOR EACH DEMENT. 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUR ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. 5. FOR STEEL DEMENTS, PERFORM ADDITIONAL SPECIAL INSPEC- PONS IN - - ACCORDANCE WITH SECTION 1705.2. 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED ELEMENTS, PERFORM TEM AND ADDITIONAL SPECIAL - - INSPECTIONS IN ACCOR DANCE WITH SECTION 1705.3. 7. FOR SPECIALTY DEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN _ PROFESSIONAL IN RESPONSIBLE CHARGE 5. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS a TABLE IT06.8 CONTINUOUS PERIODIC SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL INSPECTION INSPECTION 1. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X - RECORDS FOR EACH EIANENT. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMEIERS. BELL DIAMETERS (IF APPLYi1&E), LENGTHS, EMBEDMENT INTO BEOROCN OF APPUCABLE) - AND ADEQUATE END -BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. 3. FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. 6§at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 :•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 a COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1 B 15LIOBB OPUXVVNBY: JH CHECKEO BY: L.r- SUBMITTALS C OEC 05/19 AE1n5E0 Pill COM�DiI' JC B sl7 27/19 ISSUED soli RE11El! AF A 5EP 24/121 ISSUED FOR &{OM dH THE INFORMATION CONTAINEO IN THIS SET OF OOCUMENTS IS FMiOPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER TNPN THAT WHICH RELATES TO THE CLIENT NAMEO IS 5m my PaO��ITE9 4t 6�WA �. �6 56058 �clx� 'SSIa NA�E� sTE ADELAIDE SSB3 1216 SW DASH POINT RD FEDERAL WAY, WA 98023 FA #: 1 0092675 SHEET TITLE GENERAL NOTES III SHEETN -R GN-3 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED P pc I ezp \ J. \ p G+ k � APPROXIMATE LOCATION OF EXISTING PROPERTY LINE, TYP. 401 a 0, _ G EXISTING PARKING I 1*34 EXISTING, PARKING 1 EXISTING PARKING \ 1 I d i PLANN l City of Federa Dept. of Community Permit ©y ;ll;a Bola; Date EXISTING OVERHEAD POWER LINE >a SITE PLAN 0 s 15' 30' 60' NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. EXISTING TREE, TYP. Z zz at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 0 COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT ND: 1915UDBB a P DFiAVVN BY: JH P v %2Ty; W CHECKED BY: LC / q�F SUBMITTALS / 0 w+ 77/sa 1 FINK II)OK, CO. SH c RE Ms 1F RE�'SE17 POi COMMENTS JC B SEP I<+/19 SSUED FOR REVR� IMF A SEP 8A/ITi 158N71 FOR REVZW eM THE INFORMATION CONTAINED IN THIS SET - COC—S-S IS PROPRIETARY SY NATURE ANY LSE OR DISCLOSURE OTHER THAN THAT LATE WHICH RES TD T CLIENT NAME. IS STRICTLY PROHISITE. r rk .47-�'� ` �� 56058 +�0'���GrSTERF�, ASS/0 N A1- ��I SITE ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BD23 FA *: 10092675 a+-ecr nTL.T: SITE PLAN SHEET NUMEIER C-1 Uj LL R 4) TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED s _ d OVED PLANNING City of Federal Way Dept. of Community Development Permit # 20' l0b3A -00 'AP gy];lL;o+� a9 Date—-la-2loa6 r— — — — — — — — — f i I I _ � z \ I \ 1 i V- s f� I q 1 AT&T EQUIPMENT ON C-3 C-4 CONCRETE PAD j 1 f1 \\ I1 \� APPROXIMATE LOCATION OF EXISTING AT&T 6" UNDERGROUND CONDUIT \ PROPOSED AT&T 6" \ UNDERGROUND CONDUIT TO EXISTING CONDUIT ON � POLE 11\ 1 PARTIAL SITE PLAN 0 4' 8' 16, NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. AT&T ANTENNA INSTALLATION. REFER TO RF-1 AND RF-2 FOR EXISTING AND PROPOSED ANTENNA LAYOUTS taut AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98D52 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 O COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1915U066 DRAWN BY: — CHECIEO BY: LG I SUBMITTALS I 0 ,NM 27/201 FIWL 100% CC'- I C DEC Os/s9 RLY6E0 PER COMMENTS9 SEP 27/1■ ISWED NR 11 EWZ4/Si rMED FOR REVIEW THE INFORMATION CONTAINEO IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR OISCLOSURE OTHER — THAT WHICH RELATES TO THE CU—T NAMEO IS STRICTLY PROHIBITEO i ase S 56058� � r•=��GiSi ERA �\� +�S�O N A L�4 BITE ADELAIDE SS63 121 B SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 1 0092675 SHEET TITLE PARTIAL SITE PLAN SHEETNUMBER C-2 LU nA M p;a TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED APPROVE PLANNING City of Federal Way Dept. of Community Develo rent Permit -A By.._: Date a.�a-aoSO EXISTING EQUIPMENT LAYOUT o,n I EXISTING (2) GSM MICROCELL CABINETS TO BE REMOVED EXISTING AT&T DIPLEXER, TYP. OF (4) TO BE REMOVED NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. aMt AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONNG E CONSUL506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 191 SUOBB ORAWN BY: JH CHECKED BY: LC SUBMITTALS THE INFORMATION CONTAINED IN THIS SET p BBCUMENTS IS PRCRRIE -Y BY NATURE ANY LSE DR DIB(. O-E OTHER THAN THAT WHICH RE -TES TO THE CLIENT NAMED IS STAILZLYP RBITED �c,C WA /,...A• �T 56058 ���' '�FG15iF:Rk�•���� SITE ADELAI DE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 10092675 STET nTLE EXISTING EQUIPMENT LAYOUT SHEETNUMBER C-3 W J um TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING AT&T AC PANEL PROPOSED RRH'S AND INSTALL COMBINERS FOR LB-U8 ON H-FRAME SEE RF-2 AND RF-3 EXISTING AT&T 6-0 STUB -UP, TYP. I.MUZE EXISTING (8) 1-5/8" COAX FOR L8 AND UB EXISTING AT&T GPS ANTENNA, TYP. EXISTING AT&T 6'-0' HIGH WOOD FENCE EXISTING AT&T METER .\< EXISTING I i CONCRETEAT&T ^ x" N k , Z EQUIPMENT PAD/ ff ; \ \\ 'o �� F f { 0111�dJ ,yA*%�,��r 1 EXISTING AT&T PURCELL EQUIPMENT • ,\\ P �p CABINET c/w (3) PROPOSED ARIA, \S 94 (1) ABIL/ASIK CARDS IN EXISTINGr �f'TfT FSM4, (1) CORDEX RECTIFIER AND law (1) DC CONVERTERS PROPOSED AT&T 8'-0" H-FRAME. REFER TO S-1 FOR DETAILS PROPOSED RRH'S. SEE RF-2. INSTALL (2) NEW 6" CONDUITS EXTENDING TO EXISTING CONDUIT ON POLE. INSTALL (8) NEW OVED, 1 5/6" COAX FROM H-FRAME TO ANTENNAS. `� REPLACES EXISTING COAX ON POLE THAT � \ EXTENDS FROM RRH'S TO ANTENNAS. PLANNING \ 4 ti City of Federal Way Dept. of Community Development Permit# Ap- o 3 co5 D - Afl By i6lipli�l , C7o�d _ - 1 PROPOSED EQUIPMENT LAYOUT Date a- a 2a�o - II. — NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. SCOPE OF WORK • INSTALL (3) PROPOSED ABIA & (1) PROPOSED ARIL/ASIK CARDS IN EXISTING FSM4 INSIDE EXISTING PURCELL EQUIPMENT CABINET. EXISTING AT&T DIPLEXER TO BE REMOVED, TYP. OF (6) PER SECTOR. INSTALL (10) PROPOSED AT&T DIPLEXER, TYP. PER SECTOR. INSTALL (1) CORDEX RECTIFIER INSIDE EXISTING PURCELL EQUIPMENT CABINET. • INSTALL (2) PROPOSED DC CONVERTERS INSIDE EXISTING PURCELL EQUIPMENT CABINET. at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONNG E CE)INSUL506 SECOND AVE, SUITE 1533 SEATTLE, WA 96104 PROJECT NO: 191 SUOBB DRAWN BY: JH CHECKED BY: LC SUBMITTALS 0 UAN 27/20 FINAL 1005 CD'e JSNI C OEC D5/10 PLSM1SE➢ PER �NvE'r15 JC 9 SEP 27/19 ISSULUFOR REVIEW AT A UP 2*/TOI SS ED FOR REVIEW IMj THE INFORMATION CONTAINED IN THIS SET OF OOCI B-S IS PROPRIETARY BY NATURE ANY UBE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO h CLIBNT NAMEO IS STRICTLY PROHIBITEO WA ICI ���'�r •9FC STE����G���� s'- ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 98023 FA #: 1 DOJ2E75 s-- I-c PROPOSED EQUIPMENT LAYOUT SHEETNUMBER c-4 EXISTING AT&T ANTENNA INSTALLATION. REFER TO RF-1 FOR — EXISTING ANTENNA CONFIGURATIONS r II I I I 1I i' 1 APPROVED PLANNING City of Federal Way Dept. of Community Development Permit #� B vJ Y Date EXISTING AT&T RRH INSTALLATION. REFER TO RF-1 FOR EXISTING RRH CONFIGURATION eEQUIPMENT ON CON — C-3 CONCRETE PAD GRADE o -D-D EXISTING NORTHWEST POLE ELEVATION '0 1' 2. 4• NOTES: 1. ELEVATION IS DIAGRAMMATIC ONLY. PROPOSED AT&T ANTENNA INSTALLATION. REFER TO RF-2 FOR—,-. PROPOSED ANTENNA CONFIGURATIONS _� _ r ^�•� 1 " II II PROPOSM AT&T ANIENWS —10 A.G.L I I I n I PROPOSED AT&T RRH INSTALLATION. REFER TO RF-2 FOR PROPOSED RRH CONFIGURATION eAT&T EQUIPMENT ON CONCRETE C-4 PAD I f PROPOSED AT&T AMEHtYS I 1� GRADE o -o-o 2 PROPOSED NORTHWEST POLE ELEVATION 0 a M AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 •:..M asTec Network Solutions 22263 68Lh AVE S KENT. WA 90032 COREONE CONSULTING USA 506 SECOND AVE. SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1915.68 DRAWN BY: JH CHECKED BY: LC_ SUBMITTALS THE INFCR-1 CN CONTAINED IN THIS SET O= OOCUMEN-1. PROPRIETARY BY NATURE ANY USE OR DISCLOSURE -ER ER THAN THAT WHICH RELATES TO TFB CLIENT NAMED IS STRICTLY PROHIBITEO WA i /J +� O 56058 �o+ws+ ST /ONALF��'4� ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9B023 FA #: 10092/375 sreEr nTLE EXISTING 6 PROPOSED NORTHWEST ELEVATIONS BHEETM-MBER C-5 EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR B AZIMUTH RADCENTER IVUMBER OF ANTENNAS VENDOR MODEL MECH. 71LT RET TMA RRH COUNT RRH MODEL N0. NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLOMO LTE 700 210' 55'-10- 1 OUINTEL OS6656-3 IT NO 2 1 RRH2x4OW 4 1-5/8" 68'-0"t YES LTE 1900 r8* 1 B25 RRH4x30-4R UMTS 850 LTE 1900 210' 48'-0" 1 QUINTEL 056656-2 0' NO 1 - 7/8" 68'-0"t YES 02 GSM 850 210' 46'-0- 1 POWERWAVE 7780 0' NO 1 1 0 2 7/8" 68'-0't YES GSM 1900 4'1 0 SECTOR C AZIMUTH RADCENTER INUM9ER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH COUNT RRH MODEL NO. NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH 101PLEXEO LTE 700 LTE lsoo 45' S5'-10" 1 ODINTEL 0$6656-3 2' 2' 0' NO 2 1 RRH2x40W 4 1-5/8" 68'-0"t YES 1 B25 RRH4x30-4R UMTS 850 LTE 1900 45' 48'-0" 1 QUIMEL OS6656-2 2 0' NO 1 0 2 7/8" 68'-0't YES 2' 0 GSM 850 45' 48'-0' 1 POWF.RWAVE 7780 2' IV 0' j 1 2 7/8" 8'-0"t TV--,IT YES GSM 1900 0 - EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/17/2016) RFDS VERSION 2.0 EXISTING AT&T CONDUITS, TYP. EXISTING 50'-0" WOOD UTILITY POLE EXISTING MOUNTING FRAME ANCHORED TO - WOOD UTILITY POLE, TYP. EXISTING AT&T LTE 1900 RRHs, TYP. OF (1) PER SECTOR (TO BE REMOVED) RRH MOUNT AT BASE OF POLE 1 1/2"=1'-O" v.a< EXISTING AT&T DC SURGE SUPPRESSOR EXISTING AT&T LTE 700 RRH., TYP. OF (1) PER SECTOR (TO BE REMOVED) EXISTING AT&T PANEL ANTENNI (UMTS 850 & LTE 1900), TYP OF (1) PER SECTOR NOTES: 1. INFORMATION OBrAINED FROM DRAWINGS PREPARED BY PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR M SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. LNG AT&T PANEL ANTENNA 850/19C0), TYP. OF (1) SECTOR rENNA PROPOSED ANTENNA CONFIGURATION AT 36'-0" A.G.L. EXISTING 50'-0" WOOD UTILITY POLE EXISTING AT&T PANEL ANTENNA (LTE 700/1900). TYP. OF (1) PER SECTOR EXISTING AT&T VERTICAL CONDUITS, TYR 1 1 J ,A` L -sa APPROVED PLANNING City of Federal Way Dept. of Community Developme Permit# 60-106w.A_AA-Ak Date a 19. &PRO�PTED ANTENNA CONFIGURATION AT 55'-OI A.G"L- 0 tatm AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 :•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 MalCOREONNG E 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1 S 1 SIJOBB DRAWN BY: J H CHECKED BY: LG SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF OOCUMENTS IS PROPRIE-RY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CUS- NAMEO IS E-IC- PROHIBITED W dI Jry Si r J56058 ,P0NA1�i' sI- ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 10092675 SFEET TTLE EXISTING ANTENNA CONFIGURATIONS SHEET NUMBER RF-1 W PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT REi TMA RRH COUNT RRH MODEL N0. NUMBER OF FET�ET<S FEEDER TYPE FEEDER LENGTH DIPLf%EO LTE 700 210' 55'-10' 1 KATHREIN 80010991 8' 0' NO 2 1 AIRSC&E DUAL RRH B12/14 4 1'-5/8" 68'-O't YES LTE WCS 4' 1 RRH4x25-WCS-4R LTE 1900/AWS 4' 1 AIRSCALE DUAL RRH B25/66 UMTS 850 LTE/5G 850 210' 47'-G" 1 KATHREIN 80010991 a' 0' NO NONE 1 AIRSCALE RRH 4T4R B5 4 7/8' 68'-0't YES LTE/5G 850 a - SECTOR SECTOR C AZIMUTH RADCENTER OF ANTENNAS VENDOR MODEL ELEC. T1L7 MECH. TILT RET TMA RRH COUNT RRH MODEL NO. NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLIXED LTE 700 45' 55'-10' 1 KATHREIN 80010991 2' 0' NO 2 1 AIRSCALE DUAL RRH B12/14 4 1'-5/8- 68'-0"t YES LTE WCS 2' 2' 1 RRH4x25-WCS-4R LTE 1900/AWS 1 AMSCA.E DUAL RRH B25/66 UMTS 850 LTE/5G 850 45• 47'-6" 1 KATHREIN 80010991 2. 0' NO NONE 1 AIRSCIO,E RRH 4T4R 95 4 7/8' 68'-0't YES LTE/5G 850 2' PROPOSED ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/17/2016) RFDS VERSION 2.0 SCOPE OF WORK • REMOVE (1) EXISTING UMTS 850/LTE 1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR • REMOVE (1) EXISTING GSM 850/1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR • REMOVE (1) EXISTING LTE 700/1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED UMTS/LTE/5G 850 PANEL ANTENNA, TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED UMTS/LTE/5G 850 RRH (AIRSCALE RRH 4T4R B5), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 700/WCS/1900/AWS PANEL ANTENNA, TYP. OF (1) PER SECTOR • REMOVE (1) EXISTING LTE 700 RRH (RRH2x4OW), TYP. OF (1) PER SECTOR INSTALL (1) PROPOSED LTE 700 RRH (AIRSCALE DUAL RRH B12/14), TYP. OF (1) PER SECTOR • REMOVE (1) EXISTING LTE 1900 RRH (RRH4x30-4R), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE WCS RRH (RRH4x25-WCS-4R), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 1900/AWS RRH (AIRSCALE DUAL RRH B25/66), TYP. OF (1) PER SECTOR • INSTALL (2) PROPOSED TMA, TYP. PER SECTOR • INSTALL (1) DC SURGE SUPPRESSOR MOUNT ALL PROPOSED EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS PROPOSED AT&T (2) LI RRH ON PROPOSED H- TYP. OF (1) PER SECT, REFER TO RF-3 FOR C PROPOSED AT&T (2) LI RRH ON PROPOSED H- REFER TO RF-3 FOR C PROPOSED AT&T 8'-0' REFER TO S-1 FOR DE APPROVED PLANNING City_ of Federal Way Dept. of Community Developmi Permit #_ 4D- to -p2- Ji Date 14 DPOSED AT&T (2) LTE WCS -is ON EXISTING H-FRAME RRH MOUNT AT EXISTING H-FRAME RRH MOUNT AT NEW H-FRAME AT NEW H-FRAME 1 1 /2"=1'-O" z,,,. 0 mwi_. 1 NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY �� PACIFIC TELCOM SERVICES LLC DATED 12/20/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND _ CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED :•M asTec Network Solutions EXISTING PANEL ANTENNA A/1900) AND REPLACE WITH N UNA. (UM1S/LT£/5G 850 & 850). TYP. OF (1) PER REFER TO RF--3 FOR DETAILS AT&T 1 MOUNT. TYP. 3 PROPOSED ANTENNA CONFIGURATION AT 36'-0" A.G.L. 3/4"=1'-O" :ONDUITS EXTENDING TO POLE. INSTALL (8) NEW i-FRAME TO ANTENNAS. DAX ON POLE THAT TO ANTENNAS_ XIS ING PANEL ANTENNA (LTE AND REPLACE WITH PANEL (LTE 700/WCS/1900/AWS). 1) PER SECTOR. REFER TO DETAILS 1T&T TMA's TO BE ANO REPLACED WITH AT&T TMA, TYP. OF ;ECTOR (STACKED). RF-3 FOR DETAILS 4 PROPOSED ANTENNA CONFIGURATION AT 55'-0" A.G.L. 3/4"=1'-O" o 22263 68th AVE S KENT, WA 98032 COREONNG E C0INSUL506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1515-0— [DRAWN BY: ,1H CHECKED BY: LC I SUBMITTALS 1 0 JAH 27/20 1 FINAL 1001L CO'e &Y C DEC 05/19 REVISED PER CDUYEHfS .1C B SIP 27/19 MED FOR REVIEW AS A 5EP 24/19 URUE9 FOR REVIEW IJ THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS FMa _ETARY BY NATURE ANY USE OR DISL OBURE OTHER THAN THAT WHICH RELATES TO T1-E CLIENT NANIEO IS STRICTLY PROHISITEO WA /0 +k { . 56058 D� . C)STO \ SSrONA� SITE ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9B023 FA*:10092676 E,_ET T1 PROPOSED ANTENNA CONFIGURATIONS SHEETNUMBER RF-2 Uj J Um LAR ' !I N ' �'I� JI SSOLARHIELD 1..i 160 m SHIELD - MONT •1tt.'. ,�I ad SOLAR _ SHIELD 15-4' 11.6" 12" TOP 79P Toe RRH MOUNTING j BRACKETS :I� i� ISO 1AEW Ida-- ISO MEW MANUFACTURER: ALCATEL-LUCENT MODEL RRH4X25-WCS MANUFACTURER: NOKIA HEIGHT: 31.5" MANUFACTURER: NOKIA MODEL• ARSCALE RRH 4T4R 95 (OR SIMILAR) WIDTH: 12" MODEL' AIRSCALE DUAL RRH 4T4R 812/14 (OR SIMILAR) FRONT HEIGHT: 13.3' DEPTH: 8.7' HEIGHT: 28.7" WIDTH: 11.6' WEIGHT: 70 LBS WIDTH: 15.4" DEPTH: 6.5" DEPTH: 9.6" WEIGHT: 101.4 LBS WEIGHT: 36.8 LBS FRONT RRH DETAIL FRONT 2 RRH DETAIL ,3 RRH DETAIL NJ - N.T.S - N.T S. W, I` 15.4' TOP SOLAR SHIELD MANUFACTURER: NOKIA MODEL,- AIRSCALE DUAL RRH 4T4R B25/66 HEIGHT: 28.7" WIDTH: 15.4' DEPTH: 9.6' WEIGHT: 88.2 LBS RRH DETAIL N T-S. MOUNTING PIPE --- I MANUFACTURER: KATHREIN MODEL' 78211458 DOUBLE UNIT 7.75" TRIPLE BAND DIPLEXER 5.45' 7.75' I N a m UNISTRUT SECURED TO MOUNTING PIPE I MOUIITING PIPE TRIPLE -BAND DIPLEXER DETAIL NJ S. MOUNTING PIPE MANUFACTURER: COMMSCOPE n MODEL• TMAT1912123B68-31 1 TMA n d I UNISTRUT SECURED f�TO MOUNTING PIPE MOUNTING PIPE 5 TMA DETAIL N.T.S MANUFACTURER: RAYCAP MODEL: DC6-48-60-18-BC-EV "SQUID' WEIGHT: 26.2 LBS DC SURGE SUPPRESSOR DETAIL N T S MECHANICAL DT 2„ 0.0 BRACKET MANUFACTURER: KATHREIN MODEL• 80010991 WEIGHT: 100.9 LBS DIMENSIONS: 78.7" X 20.0" X 6.9" FREQUENCY: REFER TO RF DATA SHEET 20.0 rn ' L 20.0 � ❑7C].. CT :. RF CONNECTOR, TYP BOTTOM g ANTENNA DETAIL - N.T.S SIDE CONNECTOR, TYP tatm AT&T MOBILITY RTC BUILDING 3 18221 NE 72M WAY REDMOND. WA 98052 :•M asTec Network Solutions 22263 68th AVE S KENT. WA 98032 COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO 1515UOBB DRAWN BY: J.H CHECKEM BY: LC SUBMITTALS 0 JAN 27/20 FINAL 1007G CD's SN C REOS/1f REVISED PER (04mmmIS JC it SfY $7/19 ISSUED FOR REVIEW AF A SEP W121 19511ED FOR RE>,Eal I ,W THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PRCPRIETPAY BY NATI.JFE ANY USE OR DISCLOSURE -ER TIio.N THAT WHICH REI?.TES TO TFE CLIENT NAMEO IS STRICTLYRROHIBITSM pF WA R 6, 56058 �S$l�NZL sI- AE)ELAIOE SS63 1216 SW OASH POINT RO FEDERAL WAY, WA 9B023 FA #: 10092675 SHEET TITLE RF 6 EQUIPMENT DETAILS SHEETNUMBER RF-3 w J LL GENERAL NOTES: 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT. INSURANCE. AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. B. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULT' DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRFITEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROLFING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. BASIC MATERIALS AND METHODS: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 3. ARRANGE CONDUIT. WIRING, EQUIPMENT" AND OTHER WORK GENERALLY AS SHOWN, PROVIOWG PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. B. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION BOX. CONDUCTORS AND CONNECTORS: 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90 CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C-CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL, COMPRESSION TYPE. RACEWAYS AND BOXES: 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. GROUNDING: 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NEC. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS". 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX. PENETROX OR KOPRSHIELD. 4. GROUND ALL EXPOSED METAWC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. B. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 9. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING BAR. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 12. CONTRACTOR SHALL NOTIFY AT&T WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. CONTACT: AT&T PROJECT MGR. 13. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. 14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 15. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNOY GAR 39000U SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. *at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 S COREONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 191 SLJOBB DRAWN BY: JH CHECKED BY: I_C SUBMITTALS eC FDEC M1vy LD O.4.Rp THE INFORMATION CONTNNEO IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NAT E ANY USE OR OISMLOSURE OTHER -N THAT WHICH REIJa TO THE CLIENT NAMED IS ST:ICT_YPROHIBITED SITE ADELAIDE SS63 1 216 SW DASH POINT RD FEDERAL WAY, WA 9BD23 FA #: 1 DD92675 SHEET - GROUNDING NOTES SHEET NUMBER G-1 LU J LL PROPOSED REMOTE RADIO HEAD (AIR5CALE DUAL RRH B25/66) LTE 1900/AWS (TYP. PER SECTOR) PROPOSED REMOTE RADIO HEAD (AIRSCALE DUAL RRI B12/14) LTE 700 OW. P SECTOR)) PROPOSED REMOTE RADIO HEAD (AJRSCALE RRH 4T4R 85) UMTS/LTE/5G 850 & LTE/W &W (IYP, PER SECTOR) CONSTRUCTION. SEE DETAIL 4,/G-3 FOR GROUND WIRE CONNECTIONS. AND SEE 01t7ML 3/G-3 FOR COAX GROUNDING. TYPICAL ANTENNA GROUNDING PLAN N.T S PROPOSED LTE WCS REMOTE RADIO HEAD (RRH4x25—WCS-4R) (TYP. PER SECTOR) r EXISTING AT&T DC2 —SURGE SUPPRESSOR (TYP. EACH SECTOR) PROPOSED PANEL ANTENNA, YP. SEE SHEET RF-2 FOR ;FFE CONFIGURATION GROUNDING NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND win SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY NETWORK CARRIER REPRESENTATIVE. 5. REFER TO CURRENT NEL, GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM, PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES: 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A QUALIFIED INDIVIDUAL. UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. GROUND ALL ANTENNA BASES, FRAMES. CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 •: M asTec Network Solutions 22263 681h AVE S KENT. WA 98032 COREONNG E CONSUL506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NC. 1 91 SUCEiB CRAVVN BY: JH CHECKED BY: LC SUBMITTALS 1 THE INFORMATION CONTMNEO IN THIS SET OF OOCIANENT515 PROPRIETARY BY NATLFiE ANY LICE OR Olen oc OTTER TiPN THIN WHICH PRCHIB REI-OTFE QIENTNAMEOIS smlcT�v OHIalrao _ o'er •, 56058 ADELAIDE SS63 1216 SW DASH POINT RO FEDERAL WAY, WA 98023 FA#:10092675 SHEET TILE SCHEMATIC GROUNDING PLAN Ek1EETNUMRER G-2 mumm CADWELD GROUNDING CONNECTIONS N-T-S. #6 AWG FROM ANTENNA CABLE GROUND KIT r ` COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER •TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO --T\GROUND CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE INSTALLATION N.T.S. TYPICAL FOR ALL SECTORS �,:. PROPOSED PANEL ANTENNA (TYP. EACH SECTOR) SEE SHEET RF-1 FOR EXISTING CONFIGURATION EXISTING ANTENNA GROUND BAR NEAR EXISTING ANTENNAS WITH COAX GROUND KIT. SEE DETAIL 5/G-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 3/G-2 FOR COAX GROUNDING (TYP EACH SECTOR) #6 AWG STRANDED GREEN JACKET BONDING PANEL ANTENNA TO ANTENNA GROUND BAR (TYP. EACH SECTOR) EXISTING GROUND TO ANTENNA GROUND BAR AT NEXT SECTOR (TYP.) TYPICAL ANTENNA GROUNDING PLAN NTS TO ANTENNAS RX2 I 11TTX1�RX1 COAX JUMPER (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 WEATHERPROOFING KR (TYP.) GROUND KIT (TYP.) •#6 AWG ISOLATE FROM TOWER HALO w/_#2 TO LOWER TOWER BUS ANTENNA CABLE -j COPPER ANTENNA GROUND TO BTS EQUIPMENT (M.) BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTIUTY POLE TO GROUND RING Do NO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION N TS. NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ALL MECI-NHIGIL ANTENNA CONTRACTOR (CADWELD TYPE-GL) wrtH "Noox' EgllAl NEW 4"x 24"z 1/4" thk COPPER GROUND rBAR. INSTALLED BY GENERAL CONTRACTOR it, 0 0 0 0 0 0 0 0 0 0 1.9117 C2 SOLID BARE TINNED OPPER WIRE CADWELDI--- (TYPE-GL) 5 GROUND BAR N.T S ANTENNA CABLE MAX. WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR 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 TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. /-�\ CABLE GROUND KIT CONNECTION ■ - I N.T.S. WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC3B 3/8" - 16 NC S 2 BOLT #2 AWG SOLID TINNED 'YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED 'YA28-2N 1/2" - 16 NC S 2 BOLT NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FIAT WASHER, GROUND BAR, GROUND LUG, FIAT WASHER AND NUr. 2. COPPER SHIELD, ANTOX, CR NO-OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. GROUNDING CONDUCTC HEAT SHRINK (CLEAR) BURN13Y GROUND LUG (SEE TABLE FOR SIZE AND MODEL) LOCK WASHER (TYP.)- NUT LTYP.I GROUND BARS BOLT (TYP.) �BURNUY TWO HOLE LUG WITH LONG BARREL FOR #6 AWG STRANDED OR EQUIVALENT BME WIRE TO BE �NO-OX 6 AWAT BOTH ENDS G STRANDED INSULATED C MECHANICAL LUG CONNECTION N.T.S WASHED CRUSHED STONE WARNING TAPE o Pi BACKFILL WITH CLEAN NATIVE - ' BACICFILL AND COMPACT TO 959 STANDARD PROCTOR MAXIMUM DENSITY RIGID PVC CONDUIT (FIBRE) i C/W PULL ROPE +� 3" SAND BED g TRENCHING DETAIL - N T.S. SAWCUT AND REPLACE DISTURBED ASPHALT AS REQUIRED. RESTORE GRADE TO PRE--OONSTRUCHON CONDITIONS WARNING TAPE BACKFILL WITH CLEAN NATIVE BACKFILL AND COMPACT TO 95R STANDARD PROCTOR MAXIMUM DENSITY 2-#6 RW90 PLUS #10 GROUND IN RIGID PVC CONDUIT (POWER) #2/0 TW GREEN IN 21 r DIAL RIGID PVC CONDUIT (GROUND) 14) CONDUIT FOR CABLE SAND BED at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •: M asTec Network Solutions 22263 681h AVE S KENT. WA 98032 ® COREONESA CONSULTING U 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NO: 1915UO69 OR-N BY: J H. CHECKED BY: LC SUBMITTALS C OE4 UM I REVISW PFA COUY(Nr5 .1� B S, 77/19 I..IdR FIfl9LW FF ♦ SFF 24/19 ISSUM ITA RENE11 IJ14 j—E1N10-101C0W111E01N­SET— OOC­­­R­Y­ ANY_CROISC­NY USE CR DISCLOSURE OTHER T}VAN T-IAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHISITEO �S/ONAI.F��C7 sTE ADELAIDE SS63 1216 SW DASH POINT RD FEDERAL WAY, WA 9BO23 FA #: 1 DD92675 S-E TILE GROUNDING DETAILS s r �.- G-3