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20-100366CITY OF Federal Way RECEIVED JAN 2 8 2020 CITY OF FEDERAL WAY CDM UNITY DEVELOPMENT Eligible Facilities Request DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 yvww.ci1 of(etleraLvsw .corn 11 FILE NUMBER _AA —LL - __Z -..0 _0 - AD Date Applicant ie 506 Second Ave. Suite 1533 Seattle I WA 1 98104 206-549-3849 ronnie.hyde@coreoneconsultants.com Site Address: 4451 SW 313th St Federal Way. WA98023 (Dash Point Rd. & 47th Ave. SW) Parcel#: 2116500090 Project Name: SS65 Dumas Bay LTE 6C ELIGIBLE FA'CI ITIES'SUS' 1t117TTAL 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 ® I Completed Eligible Facilities Checklist (following) Check, cash, Visa/MasterCard for applicable fees 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 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. S. Roof -top and ground based mechanical equipment screen details. Bulletin 081- September 24, 2018 Page 1 of 3 k:\Handouts\Eligible Facilities Request 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: 62 (ft/ In) Proposed height of the structure: 62 (ft/ In) Distance of proposed array from nearest array: NIA (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 ■ 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 o 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 I@ 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. IdeNn�� known conditions associated with previous approvals of the existing facility. Will the proposal violate any of the above conditions? ❑ Yes ❑ No If yes, explain. N/A _ To Be Completed By Staff Is this an Eligible Facility Request? X Yes ❑ No Does the proposal constitute a substantial change? ❑ Yes $ No In accordance with FWRC 4,24.020, this application is hereby: Approved ❑ Denied Director, Community Development Department Date Bulletin 081—September 24, 2018 Page 3 of 3 k:\Handouts\Eligible Facilities Request �1 William Golding From: William Golding Sent: Wednesday, February 12, 2020 11:47 AM To: 'ronnie.hyde@coreoneconsultants.com' Subject: Approved Eligible Facilities Request Attachments: Approved Development Plans.pdf; Approved Site Plan.pdf, Eligible Facilities Request.pdf Good morning Ronnie Hyde, Attached please find the approved Eligible Facilities Request (file # 20-100366-00-AD) and associated site plans for Core One Consultants on behalf of AT&T proposed modification to an existing telecommunications facility, site number SS65 (Dumas Bay) located at 4451 SW 313"' St., Federal Way, WA 98023 (parcel # 211650-0090). The original request to remove (4) existing panel antennas & (2) RRH's to be replaced with (4) proposed panel antennas, (8) proposed RRh's & (4) proposed diplexers on existing 52'-0" wood utility pole on equipment located on grade with signature/enclosures is attached to this email and will also be mailed to you. Prior to any site work, an electrical permit is required from the City's Building Division. An electrical permit can be applied for online or over the counter. Please contact the Permit Center at 253-835-2607 or ermitcenter ci offederalwa .com if you have questions regarding electrical permits. All the best, Will Golding Planning Intern Federal Way 33325 8t" Avenue South Federal Way, WA 98003-6325 Phone: 253/835-2622 www.cityoffederalway.co } Y. TRUE NORTH ARROW SHOWN ON,-'.' C�i �•l THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED ��i f• Z><r .ar ,� sa+*4y PARCEL #2116500080 :�' 1� I iii LOT 1 �• ��wam- • 's+� 1 'r cc �" � ��Lr'�•Yd APPROXIMATE LOCATION OF EXISTING PROPERTY LINE, TYF A P P R 0V9 D PLANNING City of Federici Way Dept. of Community Peveio ment Permi # a0-1003(g -oo -1, 1 By iFItRM Date A - l a - 61a� z NOTES: } ' 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY iT{{ - - ° •i' �' �iA. PACIFIC TELECOM SERVICES DATED 12/07/2011 • r.. 2 CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND • CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY 1 I r • o �� I DISCREPANCIES TO THE ENGINEER. ;•`� jT..:'a1.. - � >y • ¢ < �IDi� ° ?F s = Ctn�y°. �y�p{ 'mow �1 PARCEL #2116500070 •� 1F LOT 7 .0 L Ek1STIMG BUILDING 7 �r : C7 5 / • jR � � titr� �%• - y! ' • 0 �� H � I/ 1 PARCEL 500090 LOT 9 E1CSTiNE / LEXISTIkG a I 71 47 BUI DING 7 elm - AA i � • � .... - • ��p ' 6` tM1f I EXISTING OVERHEAD POWER LINE, TYR. PARCEL #1121039063 7 SITE PLAN 2, q 0 10' 20' 40' S.W. DASH POINT ROAD S.W. 313th ROAD LEXISTING BUILDING 7 i14t• � a�•MW, '� 0 M o ; $ ^gam • an,,.s� way --`a � '"� •'' � ¢>': � • a 'o I RECEIVED JAN 2 8 2020 CITY OF FEJEP.AL WAY COMMUNfTY DEVELOPMENT 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 COREONE CONSUL—: !VC USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT N0., 1915U052 DRAWN BY: AF. CHECKED BY: L - SUBMITTALS 100% FINAL ThE 1!•FORMATON GOMAINEO IN THIS 6ET � OOCL.ME]YIS 19 PROPFAETARY SY NATLPE ANY LYE OR dSCLd.3JRE OTHER THPN THAT WHICH RELATES TO THE CLIENT NAM® IS STRICTLY PROHIBfTE0. A6E EEPL DUMAS BAY SSB5 DASH POINT R❑. 6 47TH AVE. S.W. FEDERAL WAY, WA 98023 FA -- 10092B76 SHEET TFI E SITE PLAN SHEET NLV.9ER C-1 _7 PROJECT DESCRIPTION AT&T PROPOSES TO MODIFY AN EXISTING iELECOMMUNCATIONS FACILITY WITH THE REMOVAL OF (4) EXISTING PANEL ANTENNAS do (2) EXISTING RRH's TO BE REPLACED WITH (4) PROPOSED PANEL ANTENNAS, (8) PROPOSED RRH's & (4) PROPOSED DIPLEXERS ON EXISTING 52'--0' WOOD UTILITY POLE. PROJECT INFORMATION SITE ADDRESS DASH POINT RD. & 47th AVE. S.W. ZONING DISTRICT: RS9.6 RESIDENTIAL SINGLE FAMILY FEDERAL WAY, WA 98023 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 47' 19' 17.00" N PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY LONGITUDE: 122• 23' 30.00' W OCCUPANCY: U. S-2 JURISDICTION: CITY OF FEDERAL WAY A.P.N. 21 16500090 RF DATA SHEET DATE ISSUED: 07/17/2019 VERSION: 2.10 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 PARTIAL EXISTING & PROPOSED SOUTH POLE ELEVATIONS 0 RF-1 EXISTING ANTENNA CONFIGURATIONS 0 RF-2 PROPOSED ANTENNA CONFIGURATIONS 0 RF-3 RF & EQUIPMENT DETAILS 0 S-1 CONSTRUCTION DETAILS 1 0 G-1 GROUNDING NOTES 0 G-2 SCHEMATIC GROUNDING PLAN 0 G-3 GROUNDING DETAILS 0 LEGAL DESCRIPTION SUBJECT POLE IN RIGHT OF WAY DASH POINT ROAD NEAR 47th AND DASHPOINT ROAD FEDERAL WAY, WA 98023. SITE PROJECT PARTICIPANTS NAME COMPANY NUMBER 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 LANDLORD MARTY O'CONNOR PUGET SOUND ENGERY 425-462-3109 SAC MANAGER HANNAN RUTKOSKY MASTEC NETWORK SOLUTIONS 253-579-3503 A&E MANAGER DANIEL KELLY MASTEC NETWORK SOLUTIONS 253-579-3503 CM MIKE SLITHI MASTEC NETWORK SO TIONS 253-579-3503 PROJECT SCOPE: LTE 6C FA#: 10092676 PTN#: 38OAOPE70 PACE NUMBER: MRWOR040967 SITE NUMBER: SS65 SITE NAME: DUMAS BAY ADDRESS: at&t DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 98023 SITE TYPE: UTILITY POLE CONSTRUCTION DRAWINGS VICINITY MAP DIRECTIONS (RTC BUILDING 3: 18221 NE 72nd WAY, REDMOND, WA 98052): HEAD SOUTHEAST ON NE 72nd WAY TOWARDS 164th AVE NE, TURN RIGHT ONTO 164th AVE NE, TURN RIGHT ONTO BEAR CREEK PKWY, USE THE LEFT TWO LANES TO TURN LEFT ONTO LEARY WAY, USE THE MIDDLE TWO LANES TO TAKE THE RAMP ONTO WA-520 W, MERGE ONTO WA-520 W, TAKE 1-405 S EXIT TOWARDS RENTON. MERGE ONTO 1-405 S, KEEP LEFT TO STAY ON 1-405 S, TAKE THE 1-5 S EXIT TOWARDS PORTLAND, MERGE ONTO 1-5 S. USE THE RIGHT TWO LANES TO TAKE EXIT 143 TO MERGE ONTO S 320th ST TOWARDS FEDERAL WAY, MERGE ONTO S 320th (PASS STARBUCKS ON YOUR RIGHT), TURN RIGHT AFTER BIGF00T JAVA (ON YOUR LEFT). CONTINUE STRAIGHT TO STAY ON 47th AVE SW, TURN RIGHT ONTO SW DASH POINT RD, DESTINATION WILL BE ON YOUR RIGHT. � `•.Q: Ali, 9 s SITE 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. IF USING 11"x17. PLOT. DRAWINGS -WILL 6E AT HALF SCALE - DIG INFORMATION 911 UULC: UTILITIES UNDERGROUND LOCATION CENTER 1-800-424-5555 OR 811 W W W.CALLBEFOREYOU DIG.ORG/WASHINGTON Know what's below. 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Call before you dig BUILDING CODES AND STANDARDS SUBCONTRACTORS 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), 2016 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2015, NATIONAL ELECTRICAL CODE, AS 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, ASD, 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 DIVED Permit # A040036&--M-AIS By W J lam Gw d: JAN 2 8 2020 Date a -16 ot006 ray OE 5EnERALWAY COMMUNITY DEVELOPMENT *at&t AT&T MOBILITY RTC OUILDING 3 1,3221 NE 72 nJ WAY REDMOND, WA 98052 e:eM asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONF 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NO: 1915LID52 DRAWN BY: AF. CHECKED BY: LC. ISUBMITTALS I 0 OEC 05/19 +WC FWFL co SH A 5{p 57 19 b5UE0 FOR REMEW' AF T-E INFORMATION CC4 IELAO IN THIS 9ET QE OOCLIMENR lSCLOSURE RYBY NATUaE ANY LFiR OR DISCLOSURE DMAT WHILT-I RELATE TO THE CLIEE— M NAMED D IS STRICTLY HISnE0. A6E SEPL `Asas+ •' r r � r i a ■ 4*�+iserss4Y+• DUMAS BAY SSBS DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 9BO23 FA #: 1009267E SHEET T+TLE TITLE SHEET SI-SET NUMBER T-1 SPECIAL NOTES: GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS. OR WCONSISTENOLS AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR 'SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUY NOT UNITED BY, DEJBDUTION. 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 OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS 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 TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL C(7AfFIA=R'S SCOPE OF WORK SHALL INCLUDE FURWSHIIN ALL MATERIALS, EOUIP►IE$R, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL 5. 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 SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. 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. & 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. 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 UCENSE(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/VENOOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE 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, OROINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUN[CJPAL AND UTILITY COMPANY SPECIFICATTDHS, 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 BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID 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 GOVERNING 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 SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE 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 RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES 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 LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) 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 EXCEEDING 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 SLAB 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 APPUCABLE) 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 FIR 1420, 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 REDLINED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE RECLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION. P REQUIRED. 49. WITH POWER COMPANY AS REQ 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, AND/OR IMPROPER MATERIALS. DAMAGED GOODS, ANO/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. (DICEPTION) THE ROOFINGAGRWMENTNT FOR ALL WORKSUBCONTRACTOR CE,DON OSIGNEDSBYLTHE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION 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 OWNER'S 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 APPLICATIONS 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. WORKORDER. 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, PROVIDING 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 TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 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 ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS PLANS PART OF THIS SET ARE COMPLEMENTARY, INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHTECT, WHETHER THE PROJECT FOR WHICH THEY ARE MACE IS EXECUTED OR NOT. THEY ARE NOT To BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AOREEMEW IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNLt✓»NTAL BUILDING AUTHORITIES FOR REVIEW FOUR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPUCABLE BUILDING CODES. 2. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT LS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RCSPON5181LTTY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANCES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PRCCU%NG ALL, NECESSARY APPROVALS FROM THE BUILDING AUTIIORRIES FOR THE PROPOSER CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING 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 TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR. AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN Ai)f PONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE. ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS, FOR EXAMPLE, IF AN JrEm ANC/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I,E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED OVANTICY 01- STRUCTURAL ELEMENTS). REDUCED SPACING. AND/OR INCREASED LENGTH (IF- BOLT LENGTHS, BAR LENGTHS) THEN IT SMM1LL BE 0EEME0 ARID UNDERSTOOD TO BE INCLVDED IN THE BID/PROPOSAL.. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE MEMED TO BE GICLUDED. 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 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 fa COREONE CONSULTING US:A 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 PROJECT NQ 1 915LK352 CRAWN BY: AF. CHECKED BY: LC. SUBMITTALS J V uw u�21n ,w..� v.., +,•LL A SOP 17/I9 YT1R R(VIE1Y ,� T1-E II�FOFi�AATILIN CgYTAINEO IN THIS SET q= gxLrolsrts Is pao�aETARv Erc NP.TL�S ANY UEtE OF gStLOSJRE OT1-TER TFI{1N THu.T WHICH RELATES IO THE 0.1EM NAM® U^ STRICTLY PROHIEIITEQ A6E SEAL SITE DUMAS BAY SSB5 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 98023 FA #: 10092676 SHEETTRLE GENERAL NOTES SHEET nu�E1ER GN-1 DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2015 SEATTLE BUILDING CODE) 2. DESIGN LOADS: SEE STRUCTURAL 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'c) RATIO CONTENT A. STRUCTURAL SLABS AND 4,000 PSI 5.45 PER CUBIC YARD 6 Yz SACKS CONCRETE PIERS 4,000 P51 5.45 4,000 PSI 545 . D. SLABS ON CRADEMPPING SLABS 2.500 PSI 5.45 6 )¢ SACKS (FOR ON 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(SI) 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 AC1 315 AND 318. LAP ALL CONTINUOUSREINFORCEMENT 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 B" 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 DOME 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 PUBUSHED 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: 1. 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 TOP SAFETY PROCEDILRES 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 Ye" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ETY 6. SAFLINE 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. 8. 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 TAKEN 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 PUBLICATION 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 SPECIAL INSPECTIONS REQUIRED - SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 4000 PSI (Eh SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF RECORD ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET_) ❑ OTHER _..T *at&t AT&T MOBILITY FTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 93052 •:•M asTec Network Solutions 22263 681h AVE S KEIJT, WA 98032 COREONE CONSULT 506 SECOND AVE, SUITE 1533 SEATTLE, WA 93104 PROJECT NO: 191 SL1C52 OFIAVVN BY: A F. CHECKED BY: L.C. SUBMITTALS TI£ Irrow,nnnoN canrrAlNeo w Trns ssr of pCC1M3YT"" IS PRCRTIE7ARY BY NLATL.AiE Ann use oR ^= rae oTrlsa THAN THAT W Hldi RELgTES TO THE CUETfT NAM® IS STRICTLY PPl]HIBREC A6E cse, sITE DUMAS BAY SS65 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 96023 FA #: 10052676 sl-o=ET TTTLe GENERAL NOTES II SHEET NJMBEA GN-2 GENERAL NOTES: 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD. AWWA-D100 STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN SIMILAR CONSTRUCTION. 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/OR CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. B. CONTRACTOR SHALL FIELD VERIFY EXISTING FIELD CONDITIONS AND ALL DIMENSIONS PRIOR TO ANY FABRICATION OR MODIFICATION. CONTACT CORE ONE CONSULTING IF ANY DISCREPANCIES EXIST. STEEL CONSTRUCTION NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES, AS DEFINED BY AISC. UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI. U.N.O. • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O. • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. • U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O. 6. ALL WELDING SHALL BE DONE USING E80XX ELECTRODES, U.N.O. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. 8. ALL HILTI ANCHORS TO BE CARBON STEEL, U.N.O. • MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O. CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. • CONCRETE ANCHORS: ADHESIVE - HY150, U.N.O. • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER -FLASH AT 55 KSI ULT/50 KSI YIELD, U.N.O. 10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT' CONDITION AS DEFINED BY ASO. 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. CONCRETE CONSTRUCTION NOTES: 1. CONCRETE TO BE 4000 PSI 0 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING AGENT, EX. SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND PROPOSED CONCRETE SURFACES - FIBER REINFORCED POLYMER (FRP) NOTES 1. FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBLIES) SHALL CONFORM TO ASTM 0638, 695, 790. PLATES AND SHAPES TO BE FY = 30 KSI (LW), 7 KSI (CW) MIN. 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. 3. ALL FASTENERS TO BE 1/2' DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N.O., FOR PANELS AND AS DESIGNED FOR STRUCTURAL MEMBERS. 4, THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE EXISTING BUILDING, U.N.O. 5 STUD/NUT ASSEMBUES SHOULD BE LUBRICATED FOR INSTALLATION 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED. 7- TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: INSTALLATION TORQUE TABLE ys unueroimnc Mi= lOMOE P VJ�awc Ie n-ua art-las e/0-II 1•R ]5 IIHBs le rt-IB] ]/�t0 uC 50 rt�85 N iT-I� I-0 ANC 10 1- 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBUES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT EDGES A STANDARD SIX POINT SOCKET IS RECOMMENDED. 9. STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND EXPOSED STUD. 10. ALL FRP MATERIALS TO BE PROVIDED BY FlBERGRATE COMPOSITE STRUCTURES, DALLAS TX, OR APPROVED EQUAL 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. 12. ALL FRP PLATES TO BE FlBERPLATE MOLDED FRP PLATE- 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR125536 AND FIBERGRATE COMPOSITE STRUCTURAL LABEL 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME SPREAD OF 50. 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH REPORT RR25536, DATED FEBRUARY 1, 2016. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION SECTION, THIS SHEET. RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER xucc ]cw•eoom mx wseulx - n• enT ro ao ]aae ]o n• nr„•n Is-]] ]s Iw •aN-o•an• .o-xo WOOD CION5TRUCTION NOTES: 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR -LARCH WITH A REFERENCE DESIGN BENDING VALUE OF 1000 PSI MIN. 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FR-LARCH WITH A REFERENCE DESIGN BENDING VALUE OF 1000 PSI MIN. U.N.O. 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN U.N.O. MASONRY CONSTRUCTION NOTES: 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASIM A615 GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. • FOR INTERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR HAVING MINIMUM MODULUS OF RUPTURE OF 100 PSI SHALL BE USED. FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI. • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. ALL CMU TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 20DO PSI MIN. • FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY GROUTED BLOCKS. • FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 163 PSI FOR FULLY GROUTED BLOCKS. • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. TOWER PLUMB & TENSION NOTES: 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE DRAWINGS. 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE BETWEEN THE VERTICAL CENTERUNES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES. SPECIAL INSPECTIONS NOTES: I. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING BUILDING CODE, APPUCABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: u. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). b, HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED PER'TURN-OF-THE-NUT' METHOD. c. MECHANICAL AND EPDXIED ANCHORAGES. d. FIBER REINFORCED POLYMER. • THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED DESIGN DOCUMENTS IS BEING INSTALLED. • THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. • THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS. 2 THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS, MAXIMUM ALLOWABLE ANGLE CLIP: DESIGN CRITERIA: A- SECTOR FRAMES 250 LB LIVE LOAD PLATFORMS 500 LB LIVE LOAD ASSUMED SOIL BEARING PRESSURE = 1,500 PSF B- WIND DESIGN DATA: RISK CATEGORY = II WIND SPEED = 97 MPH (3-SECOND GUST) WIND IMPORTANCE FACTOR 1 = 1.00 WIND EXPOSURE = C ICE LOADING = 30 WIN W/ 1- ICE THICKNESS DESIGN WIND PRESSURE FOR TOWER EQUIPMENT - 30.58 PSF C- 9ESMIC DESIGN DATA: SEISMIC IMPORTANCE FACTOR I = 1.00 RISK CATEGORY = II MAPPED SPECTRAL RESPONSE ACC, Ss = 1.372 g & S1 = 0.472 g SITE CUSS = D SPECTRAL RESPONSE COEFFICIENTS, SOS = 0.915 & SDI = 0.575 SEISMIC DESIGN CATEGORY = D BASIC SI791C-FORCE RESISTING SYSTEM = EQUIPMENT RESPONSE MODIFICATIONS FACTOR R = 25 DESIGN RASE SHEAR = CAW SEISMIC RESPONSE COEFFICIENT Cs = 0.439 ANALYSIS PROCEDURE USED: NON STRUCTURAL COMPONENTS (CHAPTER 13) *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 13 CCOORLEONE 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 F]RQJECT Na. 19151J052 DRAWN BY: A CHECKED BY. LC, SUBMITTALS T}£ IFOPIAAT1pN CCMAINEp IN TH19 BET OF OOCUNISJP" IS FSBOPPBETARY BY NATLFTE ANY USE OR CISCLO"JJRE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS BTRCTLY PRCHIBI" E0. fy�rr,+ f F ■ A ; "y 41l+�4ssifyi SITE DUMAS BAY SS65 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA BB023 FA *: 10092676 SHEET TRLE GENERAL NOTES III SHEET NLev1BER GN-3 I' 1 NOTES: b,, �•,•, 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY S(••'• y' ,� N• J a6 . PACIFIC TELECOM SERVICES DATED 12/07/2011. 9� I - . F ANION".. •� I r 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND �i • �L _ •..� a• yam• • + .Y '''' • �? ' +, CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY nr • �`i • '0' j 3+�"� I DISCREPANCIES TO THE ENGINEER. TRUE NORTH ARROW SHOWN ON`,U:' Y f :�.^; �y° a'• THIS DRAWING IS APPROXIMATE `4,, • �6r.!• ' L.; k - I xL,+.,•.•� •,•pcx �.P ONLY AND MUST BE VERIFIED rS er. •,�pL: r? L I srs°ry4iln" y�s5 a�L+ .sa. � � it r ?�• "�• �Y �r.4• n'' r•1c, I y 4Q PARCEL #218 .00.. I �" `,�• - L ae .� 15 LOT 8�,��,. yL /•;f f'"h a •9J •�4ia:y6O `I r I�� • �q r, .' �� S.W_ 313th ROAD ,� s, •�' - I PARCEL #2116500070 _ � ; .�` .r • ,'t.'�� LOT 7 �• ti f. _ f S; LEXISTING •' .9�i` • -� BUILDING 7% �•tslA , � � , �" J PARCEL 12116500090 • -- _ r i / L EXISTING • s g. r / y7 c} j�a BUILDING -. • �v.`�.,;• + tyl c /EXISTING / / r !�I {• 7 / o'a . • : - ib-_ BUILi:]NG� - L EXISTING i/ APPROXIMATE LOCATION OF �p - 7 BUILDING - EXISTING PROPERTY LINE. TYP. gR4, �" / r y cr • " n n \ •� I;r 3r'.af , o!V ��.QiF � dr Ie � .as eiS{ W ts•. .ine'i�;n.`' #,'. +��-.�- �f .,, o�•�. I •,r5.. `r • V•�- w�`I "''-Y- A. �v ac •r''d'" + ), 4.7,L� .}. as J� a'a"`� . ,¢^`�"o� a�•io-. �r 41 —Z� ` � '- ter . o f o a— oxa af• EXISTING OVERHEAD R LINE, TYP.POWERWE% L / C-S C-5 S.W. DASH POINT ROAD 1 A P V E0 PLANNINIO PARCEL #1121039063 City of Federal iWay Dept. of Community I� VeI pment Permit# o`�d-IDP3laf�-0�-� By W i l\ � aM Girt WN - r SITE PLAN Date - `o` - V 17.0 - 0 ..; 10, 20' ,,.40L 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 ■ COREONE COINSULTIINC tJSA. 506 SECOND AVE, SUITE 15.33 SEATTLE, WA 98104 PROJECT NO: 191 5LID52 DRAWN BY: AF. CHECKED BY: LC F_ SUBMITTALS I TFE IhFORIVU�TIONG AINMINTHSSET� OOCLIMcTrt5 is PROPRIETARY — NAT --CPU PIE C__ THAN T T WHICH RELATES TO TFIE dJEM NAMED IS STRICTLY PP#IIEIfTED OUMAS BAY SS65 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, _WA 98023 FA *: 10092B76 SHEET TRLE SITE PLAN 6HEET MJMBER C-1 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERFIED NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELECOM SERVICES DATED 12/07/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. I II 79 o \ I a I l } II n 1 1 AT&T EQUIPMENT I — I V C-3 C-4 COMPOUND ON GRADE y X X X X r i I E71InNG AT&T UNDERGROUND CONDUIT C/w (4) EXISTING 7/8' CABLES TO k yj, i r EXISTING WOOD UTILV POLE ;�• � oryP } L EXISTING °�A I GRAVEL AREA? \ ap ory, gyp\ oryp` AT&T ANTENNA INSTALLATION:, \ qm\ /ry REFER TO RF-1 AND RF-2 FOR EXISTING AND PROPOSED ANTENNA LAYOUTS °"P\ EXISTING OVERHEAD /POWER LINOS, I APPROV D/j,-/ _ City of Federal Wad Dept. of Community De)ielopment Permit # a0-10036&-b&-At gy OfA Cnold�n . PARTIAL SITE PLAN N D 1 / / / \ / Watm AT&T MOBILITY RTC BUILDING 3 18221 NE 72Dd WAY REDMOND, WA 98052 •:•M asTec Network Solutions 22263 681h AVE S KENT, WA 98032 R COREONE 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECTNQ 1915UD52 [DRAWN BY: AF• CHECKED BY: L_C, SUBMITTALS I D I DEC 05/191 100% FINAL CD's I SNI TfEINFORMATION CONTAINED IN T 15 EET DOF OCL_SIS PROPRIETARY BY NATLPE ANY USE OR OIELLOSURE a-- T THAT WHICH REl B TO THE CLIENT NAM® IS STWCTLY PROHI&TEO DUMAS BAY SSB5 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 98023 FA *: 10092676 SI-SET TITLE PARTIAL SITE PLAN SFFFE NUMBER C-2 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING WOOD FENCE EXISTING P.T. RR —TIE WOOD STEPS, TYP. EXISTING CHAINLINK FENCE X — X — X — Y, — X — X — — ' - X — X — X — X APPROVED PLANNING City of Federal Way Dept. of Community Development Permit #_-a10o3&&-00-Ab Fay Isatln �aoic Date a-1a-�o9c� PAD EXISTING AT&T ELECTRICAL EXISTING AT&T B IN ARGUS POWER UMTS EQUIPMENT 1{ EQUIPMENT CABINET CABINET EXISTING AT&T F18ER JUNCTION BOX MOUNTED TO H—FRAME 1 EXISTING AT&T BRU EQUIPMENT CABINET c/w (2) MARATHON BATTERIES jl.l111�1 EXISTING AT&T RXAF EQUIPMENT CABINET / EXISTING GSM AT&T EQUIPMENT / CABINET O EXISTING AT&T PURCELL EQUIPMENT [llli�lll[ll[ . lCCliil�C 4+ I EXISTING AT&T � TE43 EQUIPMENT _1 CABINET Ill�Jl�liCltllll i NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELECOM SERVICES DATED 12/07/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. — X— X— X— X— X— X— X— X— X r � 1I F r EXISTING CONCRETE RETAINING WALL � r r EXISTING AT&T UNDERGROUND CONDUIT + f f c/W (4) EXISTING 7/8" CABLES TO �✓ EXISTING WOOD UTILITY POLE �r r � � � r r � r 1 EXISTING EQUIPMENT LAYOUT eat&t AT&T MOBILITY RTC BUILDING 3 18221 HE 72nd WAY REDMOND, WA 98052 •:•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE =NBULTING USA 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 PROJECT NICi 1 S15UC52 ❑RAWN BY: A.F. CHECKEC) BY: L„C, SUBMITTALS 0 ; N2 100% FINAL CO'i "" A SFP 1]/19 1511FD TOR UE" Ar THE IAFOWM1ATION CONTANJEC IN THIS EET OF CCCUMEM^ 45 PROPRIETARY BY NATLFE ANY LSE OR ^�^ ^� 'RE OTHER THAN THP.T VJF11Gi RELATES TO THE CLIENT NAM®IS 9TAICTLY PROHE3fiE0. A6E SEAL ftla�i a � A tr a + a � s ''++WYWiada SrM DUMAS BAY SSB5 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, _ WA SB023 FA *: 10092B76 SHEEP TRLE EXISTING EQUIPMENT LAYOUT SHEEP NL�I.�BER C-3 J UL R 11 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING WOOD FENCE EXISTING P.T. RR -TIE WOOD STEPS, TYP. EXISTING CHAINLINK APPROVED PLANNING . City of Federal Way Dept. of Community Develo ment Permit # By1 Date 1 1 4 t T v, r i i i r PROPOSED EQUIPMENT LAYOUT NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED DY PACIFIC TELECOM SERVICES DATED 12/07/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. SCOPE OF WORK • INSTALL (1) ABIL/ASIK CARD IN EXISTING PURCELL EQUIPMENT CABINET • INSTALL (1) FSM4 MODULE IN EXISTING PURCELL EQUIPMENT CABINET. EXISTING (2) AT&T PURCELL EQUIPMENT CABINET (STACKED) c/w (1) PROPOSED ABIL CARD & (1) PROPOSED FSM4 MODULE X — X — X — X EXISTING AT&T UNDERGROUND CONDUIT a/w tA) EXISTING 7/8- CABLES TO EXISTING WOOD UTILITY POLE 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 COREgr\jE CONSUL-: 1 iJSA\ 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NQ 191 BL1052 ORAWN BY: A.F. CHECKEO BY: LC. SUBMITTALS TTE INFDRMATIDN CAI-AINED IN Tl-IIS SET OF DDCLJ IB s [S PFDPRI ARY BY NAT ANY USEa dSCL !%OT1-IER TnANMAT W.0 Rs-ATES TD THE G w NAM® IS BTRICTLY PROHIBRED DUMAS BAY SSBS DASH POINT RO. 6 47TH AVE. S.W. FEDERAL WAY, WA 9BO23 FA #: 10092676 PROPOSED EQUIPMENT LAYOUT SHEEP NlNBER C-4 EXISTING AT&T ANTENNA INSTALLATION. REFER TO RF-1 FOR EXISTING ANTENNA LAYOUT I -.7 I STING AT111T ANTEN"S. I 37 -4 A,G.t. I I I T.. EXISTING NDLRY POLE £XISTHIG AT�T AN'{ENNAS I I --� f E%fSIH3G 52'-q• I WOOD UTILITY POLE EXISTING OVERHEAD I! POWER LINE, TYP- . EI f 'Z - I ow— {'!.%ti_ I .r•n �_ or.e� invw .1NP•_ _., �.w--� VNP—, •� . � I_ z � pr,y , � I I fllfil IN 4ffffmrf. / \ � r — [i l l l l l 1111111 Ill Cit OP C-3 COMPOUND ON GRADE — -- — EXISTING SOUTH POLE ELEVATION - 3/1G"=I'-0" 0. Lr I. I I I I I I I AT&T ANTENNA INSTALLATION, REFER TO RF-2 FOR PROPOSED ANTENNA LAYOUT 1 1 PROPOSED AT&T AWENNAS A .L I I I T.O. E)CSTING UDLrtY POLE PROPOSED AT&T ANTENNAS A.G.L. I I J EXISTING 52'-0" • WOOD UTILITY POLE EXISTING OVERHEAD 1 POWER UNE, TYP. I e.�-r q.•p�� p�� `'J'--• am „•�._� r•_.__ . P_— ,Ir—• q � fl - — _,..� � �,.�a_ � a.•s-� _ ck� ol��.� e„o��= --- »� I - , I NOTE: 1. ELEVATION IS DIAGRAMMATIC ONLY APPROVED PLANNING City of Federal Way Dept. of Community Development Permit # 90-/Qo3!�& -g0-*4J) By , l ► a 1� (:70) 8.17 Date a -) a - a60,d 1 AT&T EQUIPMENT COMPOUND ON GRADE PROPOSED SOUTH POLE ELEVATION 0 0 4' $' a &t AT&T Io10BIL11 f RTC BUILDING 3 18221 NE 72nd WAY REDIAOPID, WA 9P052 :•M asTec Network Solutions 22263 63[h AVE S KENT• WA 98032 CO,REONE 506 SECOND AVE. SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1 91 51-I052 DRAWN BY: Al. CHECKED BY: LC SUBMITTALS I T-EII• S-SI IONCONTAINEDINTI-0SSET6= O Y USE RS IS PROPRIETARY EBY R NATLPE ANYUSE U O TO—E OTHER THANTHAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBfTEO. A r�E ECRL OUMAS BAY SSB5 DASH POINT RO. 6 47TH AVE. S.W. FEDERAL WAY, WA SB023 FA #: 1 OOJ2676 SHEET -E EXISTING 6 PROPOSEO SOUTH POLE ELEVATIONS C-5 EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. T)LT MECH. TJLT RET TMA RRH COUNT RRH MODEL NO. NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH IDIPLEXED LTE 700 110' 56'-7" 1 ALL AA3JR52703AAAA 1' 0' NO NONE 1 RRH2x40W_7L 1 FIBER 68'-D"t NO LTE 1900 1' 0 - 1 FIBER 68'-0"t GSM 850 110, 50'-0" 1 KATHREIN 742-264 0' 0' NO NONE 0 - NO UMTS 850 0' 0 - 1 7/8' 1gg'-0"d: UMTS 1900 0' 0 - 1 7/8' 199'-0"d: SECTOR B AZIMUTH RADCENTER INUMBER OF ANTENNAS VENDOR MODEL ELEC, TILT MECH. TwT RET T,r,A RRH COUNT RRH MODEL N0. NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DlPL EXED LTE 700 220' 56'-7" 1 ALL M 3JR52703PM4 1' 0' NO NONE 1 RRH2x4OW_7L 1 FIBER 68'-0"t NO LTE 1900 1' 0 - 1 FIBER 68'-D"f GSM 850 220' 50'-0" 1 KATHREIN 742-264 0' 0' NO NONE 0 - 1 7/8 1g9'-O"d: NO UMTS 850 0' 0 - 1 7/8' 19g'-0"t UMTS 1900 0' 0 - 1 7/8" EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/17/2019) RFDS VERSION 2.1 EXISTING AT&T LTE (RRH2x4OW_7L), T) EXISTING 52'-6" W EXISTING AT&T PAN (LTE 700/1900) (T OF (1) PER SECTO rIPPROVED PLANNING City of Federal Way Dept. of Community Development Permit # RO' 100 3169 (a -a0- Ab By .WAV10m. Gtold�n_ Date a-1a'Q'0a6 l^`Ii TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING ANTENNA CONFIGURATION n. 0 ,, 2' NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELECOM SERVICES DATED 12/07/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. E14NA 0) :R SECTOR *11 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 COREONE CONSUL; INC- iJSA 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 PROJECT NO 1915LKD52 DRAWN BY: A.F. CHECKED BY: LC. SUBMITTALS I 100% FINAL TI-E INFOWv1AT10N CONTAINED IN THIS SET _ DOCLMTfTS IS PROPRIETARY EIY NAT ANY USE OR DISCLOSURE OT OR THAN THAT WWCH FS =TO TF C MNAM® IS STRICTLY PROHIBRED SRE DUMAS BAY SS85 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 9B023 FA*:10092B7B SHEEP TRIF EXISTING ANTENNA CONFIGURATIONS SHEET. RF-1 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TJL7 RET TMA RRH COUNT RRH MODEL NO. (NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH OIPLEXED LTE 700 110' 58'-0" 1 KATHREIN 80010992 1' 0' NO NONE 1 AIRSCALE DUAL RRH B12/14 7 1 FIBER 68'-0"f NO LTE 1900/AWS 1' 1 AIRSCALE DUAL RRH B25/66 1 FIBER 68'—O"t LTE WCS V 1 RRH4x25—WCS-4R 1 FIBER 68'—O"t LTE 850 110, 48'-0" 1 KATHREIN 80010992 0' 0- 0' NO NONE 1 AIRSCALE 4T4R RRH B5 1 7/8' 199'—O"t YES UMTS 850 0 — 1 7/8' 1gg'-0"t UMTS 1900 0' 0 — 1 7/8' 199'—O't SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH COUNT RRH MODEL N0. (NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH 1)IPLEXED LTE 700 110- 58'-0' 1 KATHREIN 80010992 1' 0- NO NONE 1 AIRSCALE DUAL RRH 812/14 1 FIBER 68'-0"t NO LTE 1900/AWS 1- 1' 1 AIRSCALE DUAL RRH 825/66 1 FIBER 68'—O"t LTE WCS 1 RRH4x25—WCS-4R 1 FIBER 68'-0"t LTE 850 110, 48'-0' 1 KATHREIN 80010992 0' 0' NO NONE 1 AIRSCALE 4T4R RRH B5 1 7/8" 199'—O"t YES UMTS 850 0' 0 — 1 7/6" 1gg'—O"t UMTS 1900 0' 1 0 1 7/8' 199'—O"f EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/17/2019) RFDS VERSION 2.1 SCOPE OF WORK • REMOVE (1) EXISTING LTE 700/1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 700/19OD/AWS/WCS PANEL ANTENNA, TYP. OF (1) SECTOR • REMOVE (1) EXISTING GSM 850/UMTS 850/1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR. • INSTALL (1) PROPOSED LTE 850/UMTS 850/1900 PANEL ANTENNA, TYP. OF (1) PER SECTOR • REMOVE (1) EXISTING LTE 700 RRH (RRH2x4OW-7L)M TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 700 RRH (AIRSCALE DUAL RRH 4T4R 812/14), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 1900 RRH (AIRSCALE DUAL RRH 4T4R 825/66). TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE 850 RRH (AIRSCALE RRH 4T4R B5), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED LTE WCS RRH (RRH4x25—WGS-4R), TYP. OF (1) PER SECTOR • INSTALL (1) PROPOSED DIPLEXER (KAELUS DBC0135F3V92-1), TYP. OF (2) PER SECTOR MOUNT ALL PROPOSED EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS MODIFIED EXISTING ANTENNA MOUNT TO BE COMPLETED TO BE WITH MOUNT ANALYSIS APPROVED PLANNING City of Federal Way Dept. of Community Development Permit#o gy ;�1ia G❑ aI.r Date a" la aQ �A EXISTING AT&T ANTENNA MOUNTING PIPE TO BE REMOVED AND REPLACED WITH NEW PIPE TO ACCOMMODATE PROPOSED AT&T RRH's (LENGTH TO SUIT) TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING AT&T LTE 700 RRH (RRH2x4OW-7L) TO BE REMOVED AND REPLACED WITH PROPOSED AT&T LTE 700 RRH (AIRSCALE DUAL RRH B12/14), TYP. OF (2). REFER TO RF-3 FOR DETAILS PROPOSED AT&T LTE 1900 RRH (AIRSCALE DUAL RRH B25/66), TYP. OF (2). REFER TO RF-3 FOR DETAILS EXISTING AT&T PANEL ANTENNA (LTE 700/1900) TO BE REMOVED AND REPLACED WITH PROPOSED AT&T PANEL ANTENNA (LTE 700/1900/AWS/WCS) (TOP), TYP. OF (1) PER SECTOR. REFER TO RF-3 FOR DETAILS �j 41 1 A� y.tiry NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY PACIFIC TELECOM SERVICES DATED 12/07/2011. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. PROPOSED AT&T LTE 850 RRH (AIRSCALE 4T4R RRH 95). TYP. OF (2) REFER TO RF-3 FOR DETAILS PROPOSED AT&T LTE WCS RRH (RRH4.25—WCI TYP. OF (2), REFER TO RF-3 FOR DETAILS TRANSFORMER EXISTING AT&T PANEL ANTENNA (GSM 850/UMTS 850/1900) TO BE REMOVED AND REPLACED WITH PROPOSED AT&T PANEL ANTENNA (LTE 850/UMTS 850/1900) (BOTTOM), TYP. OF (1) PER SECTOR REFER TO RF-3 FOR DETAILS L]� ,4'+fA/i � To- EXISTING 52'-6' WOOD UTILITY POLE PROPOSED AT&T DIPLEXER, TYP. OF (2) (STACKED). REFER TO RF-3 FOR DETAILS EXISTING AT&T ANTENNA MOUNTING PIPE TO BE REMOVED AND REPLACED WITH NEW PIPE TO ACCOMMODATE PROPOSED AT&T ANTENNAS (LENGTH TO SUIT), TYP. OF (2) PROPOSED ANTENNA CONFIGURATION 22 34 0 , 2 atm AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 •:•M asTec Network Solutions 22263 68Lh AVE S KENT. WA 98032 COREONE CorJSUL s INC34 LiSA 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NO 1 g 15L1052 DRAWN BY: A.F. C-IECKED BY: L,C. SUBMITTALS TFE I�FORNMTON CCNTAINEO IN THI66Ef 6 ppCLMBYT519 RRCRFiIETARY BY NAiLFIE ANY LI9E OR CI6CLp9JRE OTHER THAN THAT WHICH RELATES TFE CLISYT NAN® IS STRICTLY PRCFiIBREQ SITE DUMAS BAY SS65 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 96023 FA *: 10092676 SHEET PROPOSED ANTENNA CONFIGURATIONS SHEET NLAA6ER RF-2 MANUFACTURER: KATHREIN MODEL 80010992 WEIGHT: 133.4 LEIS DIMENSIONS: 105.2" X 20.0" X 6.9" FREQUENCY: REFER TO RF DATA SHEET 20.0 TOP 20.0 RF CONNECTOR, TYP BOTTOM 20.0 FRONT MECHANICAL DOWNTILT BRACKET _-T ANTENNA DETAIL - N.T.S. O SOLAR srllELv 15.4" TOP 1&1-19 F9" RF CONNECTOR, TYP MANUFACTURER: NOKIA MODEL: AIRSCALE DUAL RRH 4T4R 825/66 HEIGHT: 28.7" WIDTH: 15.4" DEPTH: 9.6" WEIGHT: 88.2 LBS RRH DETAIL rLTs. SOLAR MANUFACTURER: NOKIA MODEL., AIRSCALE RRH 4T4R B5 (OR SIMILAR) HEIGHT: 13.3" WIDTH: 11.6" DEPTH: 6.5" WEIGHT: 36.8 LBS RRH DETAIL IJTS pj FRONT SOLAR 12" SHIELD - TOP RRH o MOUNTING BRACKETS ISO VIEW .tl H MANUFACTURER: ALCATEL-LUCENT MODEL: RRH4X25-WCS HEIGHT: 31.5" WIDTH: 12" DEPTH: 8.7" WEIGHT: 70 LBS FRONT RRH DETAIL N T.S. SOLAR SHIELD MANUFACTURER: NOKIA MODEL: AIRSCALE DUAL RRH 4T4R 812/14 (OR SIMILAR) HEIGHT: 28.7" WIDTH: 15.4" DEPTH: 9.6" WEIGHT: 101.4 LBS 3 RRH DETAIL H T.S MOUNTING MANUFACTURER: KAELUS MODEL: DBC0135F3V92-1 DIPLEXER 10.13" UNISTRUT SECURED TO MOUNTING PIPE �'_MOUMING PIPE g DIPLEXER DETAIL N,T,S jWamt AT&T MOBILITY RTC BUILDING 3 18221 NE -,2nd WAY REDMOND. WA 98052 ": M asTec Network Solutions 22263 681h AVE S KENT. 'WA 98032 r COOEONE 506 SECOND AVE. SUITE 1533 SEATI LE, WA 98104 PROJECT _ 1915L1�2 OFIAWN BY: A F. CHECKEO BY: Lam, SUBMITTALS THE INFORMATION �AINEO IN T-IIS EFT OR 00,, M5Is PROPRIETARY E Y NATWE AW USE OR OIS—OSURE OTHER THAN THAT WHICH RELATES TOTHECUEN NAMEOIS STRIOTLY PROHIETTEO. A6E SEAL rr�r.r�s ■ 9 N R � a � 4�• ib� pevw Ysr SITE DUMAS BAY SSBS DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA BB023_ FA #: 10052B7B SHEET TITLE RF 6 EQUIPMENT DETAILS SHEET NA.MBER RF-3 . 1- EXISTING MOUNT, INSTALL (3) 20" LONG L3X3X1/2" ANGLES. CONNECT THE ANGLES TO THE CORNER ANGLES WITH (1) 1/2" A36 BOLT AT EACH ANGLE TO ANGLE CONNECTION (TYP.) xx /aL APPROVED PLANNING City of Federal Way Dept. of Community Developrpent Permit #� By MA a * 1 -()to koq Date. a-1�-aoda MOUNT MODIFICATION ISOMETRIC VIEW N.T S j 5'TYP I NOTES: 1. REFER TO GN-1 FOR SPECIFICATIONS 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 1/2" A36 BOLT (TYP.) INSTALL (3) 20" LONG 1_3X3X7/2" ANGLES. CONNECT THE ANGLES TO THE CORNER ANGLES WITH (A36 A BOLT AT EACH ANGLE TO ANGLE CONNECTION (TYP.) ovINSTALL (3) 4" LONG L3X3X1/2 ANGLES. ATTACH THESE CORNER ANGLES TO THE EXISTING PIPE MOUNT USING (1) 1/2" U-BOLT PER CORNER ANGLE (TYP.) *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 CORE'q 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 VPROJECT Na. 1915U052 DRAWN BY: A.F. r C:HECKEO BY: LC. •; MOUNT MODIFICATION (PLAN VIEW) N.T•5 EXISTING PIPE MOUNT (TYP.) INSTALL (3) 20" LONG 1_3X3X1/2" ANGLES. CONNECT THE ANGLES TO THE CORNER ANGLES WITH (1) 1/2" A36 BOLT AT EACH ANGLE TO ANGLE CONNECTION (TYP.) 1/2" A36 BOLT (TYP.) PROPOSM 1/2" U-BOLT (TYP.) INSTALL (3) 4" LONG L3X3X1/2 ANGLES. ATTACH THESE CORNER ANGLES TO THE EXISTING PIPE MOUNT USING (1) 1/2" U-BOLT PER CORNER ANGLE (TYP.) ANGLE TO ANGLE CONNECTION DETAIL N.T. 5 INSTALLATION OF ALL SECTOR REINFORCEMENT KITS MUST BE COMPLETED PRIOR TO ANTENNA AND RRH INSTALLATIONS. SUBMITTALS THE NF0. NIAT�N GONTAINEO IN THIS SET OF OOCLSE OR ISCLOSURE 07 SY NATlk�E ANY ROROISCIOS CIENT THAN THAT W WGi RELATES IT TI-� CLIENT NAM® IS STPoCTLY PROHIBrTE0. SITE DUMAS BAY SS65 DASH POINT RO.6 47TH AVE. S.W. FEDERAL WAY, WA J6023 FA #: 10092676 SHEET TRLE CONSTRUCTION DETAILS I SHEET NLJNBEFi S-1 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. 8. 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 FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN 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 ROUTING 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, PROVIDING 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. 8. 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-UNKED 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 METALLIC 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. 8. 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 BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. e0l amt AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 •:•M asTec Network Solutions 22263 E8th AVE S KENT, WA 98032 COREONE 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT Na. 1915U052 OFWWN BY: A.F. CHECKED BY: LC, SUBMITTALS 101 DEC M/191 1DOA FINAL CVk trl A SCP 17/1g 15S0E0 rpB *Emcw AF THE IIFORNUTICIN CWTAINEO IN Tl-0S SET OF 3 DCrLMs Is PR]FiiIETARY BY NATURE ANY U OR CIBCL RE 0T 12R THAN THAT WHldi RELATES TO THE CLIENT NAM®15 STRCTLY PR]HIBffEO AM-SPAL 9 M 0. 49 � c • a aA a� 6 SRE DUMAS BAY SS65 DASH POINT RO.6 47TH AVE. S.W. FEDERAL WAY, WA 96023 FA x; 1009267B SHEET TRLE GROUNDING NOTES SHEET NJMSER G-1 PROPOSED REMOTE RADIO (AIRSCALE DUAL RRH On, LTE 1900 (TYP. PER SECI PROPOSED REMOTE RADIO HEAD LTE 700 E(TYP. PERDUALHSECTOB12R)4) PROPOSED REMOTE RADIO HEAD AIRSCALE RRH 4T411 BS LTE 8SO (TYP. PER SECTOR) #6 AWG STRANDED GREEN JACKET BONDING RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP. EACH SECTOR) PROPOSED PANEL ANTENNA. SEE SHEET RF-1 FOR SITE CONFIGURATION EXISTING ANTENNA GROUND BUSS BAR NEAR ANTENNAS WITH COAX GROUND KIT. SEE DETAIL 5/G-3 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 4/G-3 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 3/G-3 FOR COAX GROUNDING. PROPOSED REMOTE RADIO HEAD (RRH4r25-WC5-4R) LTE VMS MP. PER SECTOR) I I llll r EXISTING AT&T DC2 SURGE SUPPRESSOR (TYP. EACH SECTOR) lral7j�- TYPICAL ANTENNA GROUNDING PLAN N T, S, 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 WIRE 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 ROO 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. atm AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd 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 9B104 PROJECT NCk 191 SLJD52 DRAWN BY. AF, CHECKED BY. LC. SUBMITTALS I 0 I DEC 2 /19 1COC FINAL CD's SN A SEP 17/19 L6VEP POR REM A TrE mFawnanaN conrrAwEQ IN Twe � r of oocunnQ.rtsls �_ IE-raaY ar ninns�. ANY LASE OA CI �CRHEIi TIWN TNT WHICH RELATES TO h1E CLIENT NAM® Ei 9TFYCTLY PROHIEPTEQ slf DUMAS BAY SS65 DASH POINT RD. 6 47TH AVE. S.W. FEDERAL WAY, WA 96023 FA n: 10092676 sir mLE SCHEMATIC GROUNDING PLAN s�ET N�ER G-2 1 CADWELD GROUNDING CONNECTIONS NJ S. INNA CABLE GROUND 6 AWG FROMAKIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH 12 AWG BCW TO 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. 4 GROUND WIRE INSTALLATION - NTS. TYPICAL FOR ALL SECTORS PROPOSED PANEL ANTENNA (TYP. EACH SECTOR) SEE SHEET RF-1 FOR EXISTING CONFIGURATION EXISTING ANTENNA GROUND BAR NEAR EXSTING 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 (TYR) TYPICAL ANTENNA GROUNDING PLAN NTS TO ANTENNAS RX2 �TX1/RX1 COAX JUMPER) (TYP. ) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) #6 AWG ISOLATE FROM TOWER HALO W/ #2 TO LOWER TOWER BUS BAR ANTENNA CABLE BAR WITH PER NINSULATORS. TENNA GROUND TO BTS EQUIPMENT (TYP.) BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE NOTES: TO GROUND RING DO 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. 2 GROUND CABLE CONNECTION N.T.S. NEW CG tAL GROUND KM W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY NOTE: COAT ALL MECHANICAL ANTENNA CONTRACTOR (CADWELD TYPE-GL) CONNECTIONS WITH "NOOX" OR APPROVED EQUAL NEW 4-x 24"x 1/4"thk COPPER GROUND BAR, INSTALLED BY GENERAL CONTRACTOR O O 0000 ❑ 0 0 0 0 0 0 0 0 0000 a 0 0000 O 0 0 0 0 0 0 0 0 0000 O 0 0 0 0 0 0 0 0 0 0 0 Ca #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) 5 GROUND BAR N T. S. ANTENNA CABLE 1- -. 1 WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NS 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 \_LJ NT.S WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 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 MOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, 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 CONDUCT( HEAT SHRINK (CLEAR) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) LOCK WASHER (TYP.)- NUT (TYP.) GROUND BAR BOLT (TYP.) —BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO-OX AT BOTH ENDS 6REEDED NGINSULATED MECHANICAL LUG CONNECTION NTS, *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 C0REONE .�° CONSUL--1NG !JSP. 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 PROJECT NO: I S 15UO52 DRAWN BY: A.F. CHECKED BY: L.C. SUBMITTALS THE IfFOCW VaTON CONTAINEO IN THIS SEA CE p�CJ_MENTS 19 PRO'RIETARY SY NATLIF� ANY LISE OR OIECLOSURE QTl-FJi THAN hIAT WHICk-I R6ATES TD THE CUEM NAM® IS STRICTLY RaOHIBfiEO, A6E SEAL SRE DUMAS BAY SSB5 DASH POINT RO.S 47TH AVE. S.W. FEDERAL WAY, WA 9BO23 FA *: 1009267E SI-E:ET TRLE GROUNDING DETAILS SHEEP M.Jtr1BER G-3