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12-101314PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REMOVING (3) EXISTING AT&T ANTENNAS (1) PER SECTOR AND REPLACING THEM WITH (3) LTE PANEL ANTENNAS TO AN EXISTING ANTENNA PLATFORM. PLUS ADDITION OF (6) RRH UNITS MOUNTED BEHIND ANTENNAS (2) PER LTE PANEL ANTENNA, (1) RAYCAP SQUID MOUNTED AT ANTENNA LEVEL, (1) GPS ANTENNA WITHIN THE EXISTING FENCED COMPOUND AND NEW LTE EQUIPMENT MOUNTED AT AN EXISTING RACK LOCATED WITHIN THE EXISTING AT&T EQUIPMENT SHELTER. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: CE—COMMERCIAL ENTERPRISE BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: B JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION: {BASED ON NAD 83 LATITUDE: 47° 17' 40" LONGITUDE: —122" 18' 45" TOP OF STRUCTURE AGL: 100'-0" BASE OF STRUCTURE AMSL: 330'-0" PARCEL NUMBER (S): 212104-9089 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: GREEN FINGERS LLC 21323 NE 92ND PL REDMOND, WA 98053 -TOWER OWNER: -TBD GOODMAN NETWORKS 8815 122ND AVE NE KIRKLAND, WA 98033 CONTACT: AARON IMPER (SR. MANAGER) PH: (972) 523-8508 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 CONTACT: BECKY TODD PH: (206) 342-6388 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 CONTACT: STACEY SMITH PH: (206) 342-6386 CONSTRUCTION MANAGER: GOODMAN NETWORKS 8815 122ND AVE NE KIRKLAND, WA 98033 CONTACT: RON EVENSON PH: (214) 326-9773 RF ENGINEER: AT&T MOBILITY CONTACT: AMRITPAL SINGH PH: (425) 698-7840 PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR 8815 122ND AVE NE 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 KIRKLAND, WA 98033 SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 321-1 1 16 CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 PH: (206) 464-4402 EMAIL: RLEIGHTON@PTSWA.COM Your world. Delivered. FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, W,4 98003 VICINITY MAP I11 ter, SITE DRIVING DIRECTIONS DEPART NE 72ND WAY TOWARD 164TH AVE NE475 FT TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTOBEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 0.2 MI TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE5.0 M17—ELEVEN ON THE CORNER TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON1 5.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND 12.5 MI AT EXIT 142B, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST 0.5 MI TURN RIGHT ONTO WA-161 / 16TH AVE S 0.3 MI ARRIVE AT 34400 16TH AVE S, FEDERAL WAY, WA 98003 APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED IHE INI UKMAIIUIN UUINIAIINLU IN LY11�) �)tl Ur I,UNV )IKULIIUIV UUUUTALNIJ IJ iKUiKILIAMT ITT INHIUKC. MINT UJC Urt U13I-LU3UfCC UInCfC nHIV Inf1i VVrMIn fCCLNICJ ICJ U/W\r'\1CR JCfCVII CJ IJ JIKIUILT f-MUnItSIItU. DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED COMPOUND PLAN A-3 PROPOSED ENLARGED COMPOUND PLAN A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 EQUIPMENT DETAILS RF-1 EXISTING & PROPOSED ANTENNA CONFIGURATIONS RF-2 RF DETAILS E-1 GROUNDING SCHEMATIC PLAN E-2 GROUNDING DETAILS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTR-LICTION DRAWINGS 11-01-11 LEGAL DESCRIPTION TRACTS 2 & 3 KING CO SHORT PLAT NO 876032 RECORDING NO 7609280733 (BEING A POR OF FOLG DESC POR SW QTR OF NW QTR STIR 21-21-04: S HALF SW QTR SW QTR NW QTR SD SEC 21 LESS N 150 FT OF W 200 FT; & LESS W 30 FT & S 30 FT FOR 16TH AVE S & S 344TH ST) -- AKA PARCEL A AS DELINEATED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA 91-0012 RECORDING NO 9212179007 ICJ ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION BLK BLOCKING AIR CONDITIONING REQ REQUIRED RM ROOM CLG CEILING ID INSIDE DIAMETER RO ROUGH OPENING CLR CLEAR IN INCH CONC CONCRETE INFO INFORMATION SHT SHEET CONST CONSTRUCTION INSUL INSULATION SIM SIMILAR CONT CONTINUOUS INT INTERIOR SPEC SPECIFICATION IBC INTERNATIONAL SF SQUARE FOOT DBL DOUBLE BUILDING CODE SS STAINLESS STEEL DIA DIAMETER STL STEEL DIAG DIAGONAL LBS POUNDS STRUCT STRUCTURAL DN DOWN STD STUD DET DETAIL MAX MAXIMUM SUSP SUSPENDED DWG DRAWING MECH MECHANICAL MTL METAL THRU THROUGH EA EACH MFR MANUFACTURE TNNG TINNED ELEV ELEVATION MGR MANAGER TYP TYPICAL ELEC ELECTRICAL MIN MINIMUM EQ EQUAL MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE VERT VERTICAL NIC NOT IN CONTRACT VIF VERIFY IN FIELD FIN FINISH NTS NOT TO SCALE FLUOR FLOURESCENT W/ WITH FLR FLOOR OC ON CENTER W/0 WITHOUT FT FOOT OD OUTSIDE DIAMETER WID WATER PROOF RECEIVE® GA GAUGE GALV GALVANIZED MAR 2 3 2012 GC GENERAL CONTRACTOR GRND GROUND CITY OF FEDERAL WAY GYP BD GYPSUM WALL BOARD CDS at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT L�710 H RD B. ALL STATE 0 NGTON EXPIRATION DATE OF THE LICENSE: 08120/13 1— L,J w O Q U� 00 0) = d- Q 0 < J r T 1 O Q � w N N � w 0 w w j REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT 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 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. NOT USED 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. 8. 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 LICENSE(S) AND PE & I''D 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 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, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. NOT USED 15. A COPY OF GOVERNING AGENCY IS 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 ORIGINAL PERMIT SET 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 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 FIR 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 INSURE 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. 1-800-227-2600. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER IN STALLATION 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, AND/OR 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. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE 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. NOT USED 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. NOT USED. SYMBOLS: GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE MATCH LINE WORK POINT -- GROUND CONDUCTOR -- " TELEPHONE CONDUIT i ---- - __ ELECTRICAL CONDUIT - ^ - -- COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS i...... ... _......:_.::_...._.::. I GROUT OR PLASTER .,.........r..,...,...:_.,. �r z E BRICK ( ) 0111ll01Z,11l'Illllllld (E) MASONRY ............................._ ............. ......._.__.,. -.. CONCRETE EARTH GRAVEL PLYWOOD -_ SAND _ ;:_,� WOOD CONTINUOUS WOOD BLOCKING STEEL 771I:f�TIT/�J N NEW E EXISTING NEW ANTENNA -:` EXISTING ANTENNA ;f. GROUND ROD I I GROUND BUS BAR MECHANICAL GRND. CONN. IN CADWELD GROUND ACCESS WFI_L ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT ;► SPOT ELEVATION SET POINT REVISION at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ' CHITECT RI AR B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 L1J W O O �00 V) 0-) 1 = Q :D J O w N � N LJ r i l h�l REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 ri i ni Ti inT yen ilhl nrl A -Fr (`ADD! CD CCD\/I (`CC IC CTDI(`TI V DDOUl DIT[7n THE INFORMATION CONTAINED IN THIS SET UI- CUN`jIKUUIIUIV uuuumlll\ i� I�) I NuI_rKltIHKT nr IVHIumr_ HIV1 VJG Un UIJ�­LVJVI\L I ,,,,. 1, �•.,.• ��� �, ��. d a EXISTING EXISTING EXISTING EXISTING EXISTING _ BUILDING EXISTING BUILDING BUILDING BUILDING BUILDING 7d PARKING - -- AREA LEGEND a a a inn SUBJECT BOUNDARY LINE art vn� -- - - - — RIGHT--OF-WAY CENTERLINE / RIGHT-OF-WAY LINE EXISTING EXISTING � � W - — — — — — — — — — — — - ADJACENT BOUNDARY LINE � � � BUILDING BUILDING a a ��' e SECTIONAL BREAKDOWN LINE a EXISTING 6 oHP oHP OVERHEAD POWER LINE BUILDING t n� t C---.___._-- uCP --- BURIED POWER LINE W W W � � � � � BURIED GAS LINE a W OHT OHT OVERHEAD TELEPHONE LINE 0a ti --- �- --_ I: GI - BURIED TELEPHONE LINE - - a w w w w W � BURIED WATER LINE a ss - SS SS BURIED SANITARY SEWER EXISTING BUILDEXISTING _ W EXISTING SDSD SD BURIED STORM DRAIN BUILDING BUILDING io a DITCH LINE/FLOW LINE EXISTING W PARKING ROCK RETAINING WALL AREA a y VEGETATION LINE a x—x--X —xx— CHAIN LINK FENCE >� ❑ r r, WOOD FENCE — x — x — x — x — x — BARBED WIRE/WIRE FENCE ins WTRANSFORMER -¢ FIRE HYDRANT EXISTING EXISTING a EXISTING BUILDING _______ BUILDING a LIGHT STANDARD D4 GATE VALVE BUILDING © POWER VAULT ® WATER METER 103 a ® UTILITY BOX FIRE STAND PIPE 0. a UTILITY POLE ❑ CATCH BASIN, TYPE I 0. a a POLE GUY WIRE S CATCH BASIN, TYPE it a M GAS VALVE n SIGN ' ❑O GAS METER o BOLLARD EXISTING TELEPHONE VAULT o MAIL BOX EXISTING BUILDING /ca o TELEPHONE RISER SPOT ELEVATION EXISTING 1 1 EXISTING 234.21 BUILDING A A-3 BUILDING BUILDING I 0 CL NOTE: W� PROPOSED AT&T LTE ANTENNAS > a ca = AND ALL MOUNTING HARDWARE, a TO BE PAINTED TO MATCH Q a � PROPERTY LINE a �" �" � I EXISTING 00 EXISTING SITE CONDITIONS BUILDING I— EXISTING CHAIN INK � FENCE(TYP)(� iu ti^ {{' 6 PARCEL NUMBER (S): IJ 212104-9089 AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED Ica TELECOMMUNICATION FACILITY BY REMOVING (3) EXISTING AT&T �. .� �. a � a' a � � TRACTS 2 & 3 KING CO SHORT PLAT NO 876032 RECORDING ANTENNAS (1) PER SECTOR AND REPLACING THEM WITH (3) LTE `6Q777 PANEL ANTENNAS TO AN EXISTING ANTENNA PLATFORM. PLUS I s� I NO 7609280733 P R (BEING A FOR OF W FOLG DESC POR SW QTR OF NW QTR STIR 21-21-04: S ADDITION OF (6) RRH UNITS MOUNTED BEHIND ANTENNAS (2) }� a� PER LTE PANEL ANTENNA, (1) RAYCAP SQUID MOUNTED AT l a' HALF SW QTR 0 QTR NW QTR SD SEC 21 LESS N 150 FT OF W 200 FT; & LESS W 30 FT & S 30 ANTENNA LEVEL, (1) GIPS ANTENNA WITHIN THE EXISTING FENCED _ I y y I FT FOR 16TH AVE S & S 344TH ST) - COMPOUND AND NEW LTE EQUIPMENT MOUNTED AT AN EXISTING W W RACK LOCATED WITHIN THE EXISTING AT&T EQUIPMENT SHELTER 1i1 EXISTING AKA PARCEL A AS DELINEATED PER CITY OF FEDERAL WAY EXISTING y BOUNDARY LINE ADJUSTMENT zl, IJ PARKING BUILDING NO BLA 91-0012 RECORDING NO 9212179007 f=, AREA I �� EXISTING 1 &2 BUILDING a a J a A-4 ;7 0 J� o a EXISTING logli 4 r� � � � BUILDING w EXISTING70 O 0 - PARKING n - 0'V �I - AREA �a / c: a y EXISTING EXISTING W BUILDING Q VICINITY MAP BUILDING EXISTING i PARKING, xt AREA I -tJT a W EXISTING a BUILDING a : SITE 144t- `1 v w v v `zns PROPERTY LINE 344TH STREET'` Vf ax a `ins 'zns �n� �kn a a a Q e� a tSi `� EXISTING a C BUILDING EXISTING a BUILDING rn EXISTING EXISTING — PARKING BUILDING a AREA 7x M EXISTING North to be determined by — ------ BUILDING site survey (if possible). 24"x36" SCALE: 1" = 40'-0"-- SITE PLAN 1 1 "x 17" SCALE: 1" = 80'-0" 40 2 40' nT nlI I nrl A- T/'1 �nnnlrn C`rn\/1/�rC` 1[[TI"fll'TI i nnrl I at&t Your world. Delivered. �ir - PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED _ ARCHITECT f RICHAIR HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20113 W LJ r.,r) O F— O 00 cf) 0-) 1 = Q d- 0 > j J O w N � QD 1 l h� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 HE INFORMATION CONTAINED IN THIS SET OF CUNSIRUUIIUN IJUUUMtivd�D 15 I-NUF'K11 1AKT by NHIUNr' hlvl UJC vt\ f\I ..I I1�11 I.LL/ 1V -1 . VLJ . 11.1\.,I LI I I,VIII IILV. NOTE: DC/FIBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). EXISTII` POWER EXISTI� BATTEF EXISTIt EQUIPN EXISTI� EQUIPN EXISTII` BOARD EXISTIN CABINE EXISTII` GENER, EXISTI� LINK F EXISTING AT&T 100'- HIGH LATTICE TOWER 00nnrnTv . -.r- xxx< �cxae II Ixxxx >'xxx x/A Il x X x x x r= X x x X—XVE� x /\ x 24"x36" SCALE: 1/4" = 1'-0" 1 1 "x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' r\r �r\n Ic-T'nl 1/-+ T, nn-nnlr Arnv n\i GIATI IInC nnlV IIC"C nD fIIC/'`1 nC`IIOC nTUCD TLJAI\I TUAT U/LII(`LJ DCI ATCC To --'DDICD C'CO\/1/'�Cf EXISTING AT&T GENERATOR PLUGS EXISTING AT&T AC PANEL EXISTING AT&T AC UNIT EXISTING AT&T GSM CABINETS EXISTING AT&T AC UNIT EXISTING AT&T COAX PORT EXISTING AT&T ICE BRIDGE JSTING AT&T GPS ANTENNA EXISTING AT&T GSM ANTENNAS (TYP. OF 6, (2) PER SECTOR) TO REMAIN EXISTING AT&T UMTS ANTENNAS (TYP. OF 3, (1) PER SECTOR) TO REMAIN EXISTING AT&T TDMA ANTENNAS (TYP. OF 3, (1) PER SECTOR) TO BE REMOVED EXISTING OMNI ANTENNAS (3) TOTAL TO BE REMOVED North to be determined by site survey (if possible). EXISTING ENLARGED COMPOUND PLAN I I at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED RCHITECT RICL STATE EXPIRATION DATE OF THE LICENSE: 08/20/13 W W O CD I— 00 = Q d- O J Q r T 1 w cl-� LLJ (� N CD 0 W I i I�+�1 h� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED COMPOUND PLAN SHEET NUMBER A-2 r"IC IVr Vr-ummI IVIV ate, It Your world. Delivered. PACIFIC TELECOM SERVICES, LLC $ REGISTERED ARCHITECT RI HARD B. HA L STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 f- W I r� W � O O 00 = Q � O J Q T 1 I^I 1 � W N N � O W W REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED COMPOUND PLAN SHEET NUMBER A-3 NOTE: NOTE: DC/FIBER POWER RUN TO BE PROPOSED AT&T LTE ANTENNAS ROUTED WITH EXISTING COAX AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH (FIELD VERIFY). EXISTING SITE CONDITIONS EXISTING OMNI ANTENNAS (3) TOTAL TO BE REMOVED PROPOSED AT&T LTE PANEL ANTENNAS 4 EXISTING AT&T TDMA ANTENNAS (TYP. OF 3, (1) PER SECTOR) F_ (TYP. OF 3, (1) PER SECTOR) TO BE REMOVED EXISTING AT&T UMTS ANTENNAS (TYP. EXISTING AT&T UMTS ANTENNAS (TYP. OF 3, (1) PER SECTOR) TO REMAIN OF 3, (1) PER SECTOR) TO REMAIN EXISTING AT&T GSM ANTENNAS (TYP. EXISTING AT&T GSM ANTENNAS (TYP. OF 6, (2) PER SECTOR) TO REMAIN OF 6, (2) PER SECTOR) TO REMAIN j mill I: 1 PROPOSED AT&T (1) RAYCAP SQUID F- MOUNTED AT ANTENNA LEVEL PROPOSED AT&T 70OMHz RRH 3 UNIT MOUNTED AT EXISTING F- PLATFROM RAILING (TYP. OF 3, (1) PER SECTOR) PROPOSED AT&T AWS RRH 2 UNIT MOUNTED AT EXISTING F- PLATFROM RAILING (TYP. OF 3,(1) PER SECTOR) EXISTING 100'-0" HIGH EXISTING 100'-0" HIGH LATTICE TOWER LATTICE TOWER V N Q w z z z C/) w Q z � z z W Q z Q z Ld F- Q w Q z o Q Q _ Q o 4 QN � p Q O c0 � l n -Ln o o 0 10 0 o z o z o O U) O of CD 'CIA z O of x Of o z CDx cn W a O L LJ x •- x c W O O O w O LL- LL- O O Of LL- Of LLJLd z O z O �O LLI a- I- C-) O U p 0 � Q EXISTING AT&T EXISTING AT&T EQUIPMENT SHELTER EQUIPMENT SHELTER EXISTING CHAINLINK FENCE EXISTING CHAINLINK FENCE COMPOUND COMPOUND 1/8" = 1'-0" 24"x36" SCALE: "x17" 3/16" = 1'-0" PROPOSED SOUTH ELEVATION 24"x36" SCALE: 2 1 1 SCALE: 3/32" = 1'-0' 4' 2' 0" 4' 1 1 "x17" SCALE: 1 /16" = 1'-0" 8' 6' 4' 2' 0" 8' EXISTING SOUTH ELEVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED A. CHITECT RICHARD IB-F A L STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20113 LLJ Ld O O f- 00 = Q d- of —J O Q ( T 1cn 11� Lij N L1J LL_ REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTH ELEVATION SHEEP NUMBER A-4 TOP CONNECTION IS NOT REQUIRED WHERE TOTAL EQUIPMENT WEIGHT IS LESS THAN 800 LBS 0 ° ° ° ° ° ° ER ° P 0 DG 0 PTA, ° E� RTER ° n ICE ° G ° m G,D URGE m D PS m ALGA 926) R U (9 0 � E DC POWER [EMPTY] DC/DC CONVERTER RAYCAP SURGE ALU/BBU (9926) FIBER CABLE ENCLOSURE FUTURE ALU/BBU TELCO R GA ggV CABINET LAYOUT 0 DIAGRAM m EA 0 UTUR F ° m Do G 0 TES m m 0 ° - STANDARD 19"/23" 00 0INDOOR RACK (VERIFY) '0) ° ° ° ° ° ° ° ° ° ° 1/2" DIA HILTI KWIK BOLT TZ W/ 2" MIN. ° o o ° EMBED INTO CONCRETE ROOF/FLOOR. USE o ° 1 /2"DIA X 6" LONG LAG CREWS INTO WOOD ° 0 ROOF/FLOOR MEMBERS/BLOCKING ° 0 0 0 0 0 MAKE: MID ATLANTIC PRODUCTS INC. ° MODEL: RL10-45 0 HEIGHT: 84.00" 0 TOP WIDTH: 5.50" 0 FRONT WIDTH: EXTERIOR 19.62" INTERIOR 17.79" SIDE WIDTH: 3.00" LEG WIDTH: 6.00" EA. SIDE WEIGHT: 40 LBS MAX CAPACITY: 1600 LBS at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED A CHITECT l RIC ARD B. _yA L STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 I— w Li O O H- 00 U� 0-) =Q � J 0 < w N 0 N W CO LL w REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT DETAILS NOT USED LTE E UIPMET RACK DETAILS 24"x36" SCALE: NOT TO SCALE 2 1 -------- - 1 1 "x17" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 1 1 "x17" SCALE: NOT TO SCALE SHEET NUMBER A-5 PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 0� 102 —0» 1 KATHREIN 739-684 9 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 4 0 TBD MHA CS72993.08 2 7/8" 120'-0" UMTS 850 90' 102'-0" 1 KATHREIN 742-264 8 0 TBD NONE 2 7/8" 120'-0" YES U8—U9 UMTS 1900 4 0 TBD LGP 21401 2 7/8" 120'-0" LTE 90' 102'-0" 1 KMW AM- —6 —5—CD 5 0 TBD NONE 1 FIBER 120'-0" — SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 215' „ 102 —0 1 KATHREIN 739-684 10 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 5 0 1 TBD MHA CS72993.08 2 7/8" 125'-0" UMTS 850 215' 102'-0" 1 KATHREIN 742-264 9 2 TBD NONE 2 7/8" 125'-0" YES U8—U9 UMTS 1900 5 2 TBD LGP 21401 2 7/8" 125'-0" LTE 215° 102'-0" 1 KMW AM—X—CD-17 —65—OOT 9 0 TBD NONE 1 FIBER 125'-0" — SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 355° 102 —0 1 KATHREIN 739-684 8 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 4 0 TBD MHA CS72993.08 2 7/8" 120'-0" UMTS 850 355° 102'-0" 1 KATHREIN 742-264 8 0 TBD NONE 2 7/8" 120'-0" YES U8—U9 UMTS 1900 4 0 TBD LGP 21401 2 7/8" 120'-0" LTE A I nTCC. 355° 102'-0" 1 KMW M—X—CDT —65—OO 6 0 TBD NONE 1 FIBER * v60 NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSED PANEL ANTE PROPOSED RAYCAP SID AT ANTENN) EXISTING Al TO REMAIN PROPOSED UNIT MOUN' PLATFROM I PROPOSED RRH UNIT EXISTING PI EXISTING Al TO REMAIN EXISTING Al TO REMAIN -11 "'T'"' AT&T GSM ANTENNA 41N AT&T GSM ANTENNA 41N ED AT&T 70OMHz IT MOUNTED AT PLATFROM RAILING AT&T UMTS ANTENNA NN ED AT&T AWS RRH IUNTED AT EXISTING M RAILING ED AT&T LTE ANTENNA AT&T GSM ANTENNA %I N AT&T GSM ANTENNA kIN &T > ED AT&T 70OMHz IT MOUNTED AT PLATFROM RAILING =D AT&T AWS RRH UNTIED AT EXISTING M RAILING AT&T UMTS ANTENNA %I N AT&T 100'-0' 1-TICE TOWER ,.�, W. L- AT&T LTE PANEL ANTENNA EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 90' » 102 —0 1 KATHREIN 739-684 9 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 4 0 TBD MHA CS72993.08 2 7/8" 120'-0" UMTS 850 90' 102'-0" 1 KATHREIN 742-264 8 0 TBD NONE 2 7/8" 120'-0" YES U8—U9 UMTS 1900 4 0 TBD LGP 21401 2 7/8" 120'-0" TDMA 90, 102'-0" 1 KATHREIN 742-264 CNV CNV TBD NONE 2 7/8" 120'-0" NO SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX CO' COAX LENGTH DIPLEXED GSM 850 215' 102'-0 1 KATHREIN 739-684 10 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 5 0 TBD MHA CS72993.08 2 7/8" 125'-0" UMTS 850 215' 102'-0" 1 KATHREIN 742-264 9 2 TBD NONE 2 7/8" 125'-0" YES U8—U9 UMTS 1900 5 2 TBD LGP 21401 2 7/8" 125'-0" TDMA 215' 102'-0" 1 KATHREIN 742-264 CNV CNV TBD NONE 2 7/8" 125'-0" NO SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 355' 102'-0 1 KATHREIN 739-684 8 0 TBD NONE 2 7/8" 122'-0" YES G8—G9 GSM 1900 1 POWERWAVE 7721 4 0 TBD MHA CS72993.08 2 7/8" 120'-0" UMTS 850 1 355' 102'-0" 1 1 KATHREIN 742-264 8 0 TBD NONE 2 7/8" 120'-0" YES U8—U9 UMTS 1900 4 0 TBD LGP 21401 2 7/8" 120'-0" TDMA 355' 1 102'-0" 1 KATHREIN 1 742-264 1 CNV CNV TBD NONE 2 7/8" 120'-0" NO EXISTING ANTENNA REMOVED EXISTING ANTENNA EXISTING TO REMAI EXISTING TO REMAI EXISTING TO REMAI,. EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T TDMA ANTENNA TO BE REMOVED EXISTING AT&T OMNI ANTENNA TO BE REMOVED EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T 100'-0' HIGH LATTICE TOWER I EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T TDMA ANTENNA TO BE REMOVED EXISTING AT&T OMNI ANTENNA TO BE REMOVED 24"x36" SCALE: 1/2" = 1'-0" PROPOSED ANTENNA CONFICLIRATION 24"x36" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' EXISTING ANTENNA C7NFICLIRATION TI If In AInICfI II\I TL IC` CCT (lC (`(-)N CTDI I(`TIOAI F)r)('I IAACI\II-C- IC` nF)nf7C)ICTADV DV nIATI IDC AnIV 110E- nO fII C`/"\I nC`I ICJC nTLJCD TLAnI TLJAT 1A/LJ1r11I f)-1 ATrC` Tn r ADDICD crrn 1 \i nn�l II at&t Your world. Delivered. I ram PACIFIC TELECOM SERVICES, LLC �$ REGISTERED ARCHITECT ?RICHAR , B. H STATE OF WASHINGTON L EXPIRATION DATE OF THE LICENSE: 08/20/13 LJ W , O o CO 1 = Q d- -J O Q (n cl-� LIJ N N Q LLJ LL- REVISIONS NO. DATE I DESCRIPTION INITIAL A 10/19/20111 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER f F-1 IIL IIVI VI\Ivli \IIVIv vvly 11 �Il vl.._v liv it iiJ Jai vl vvi...ii... ..ii..� ... ... .+.. �.��� IJ IJ I I\vl i\i`li �i\i vl Ivi 11 vi\�. ..ivl vJ� vl\ vIJVLV Jvi\` vlll�i\ Il ii Div ii 1. \i .ri li vll I\�v \I LJ IJ vi .i \i \i�i\ J�I\vIVLJ IJ J11\IUILI I I\VIII VIILV. MANUFACTURER: KMW COMMUNICATIONS MODEL: AM-X-CD-17-65-OOT-RET (96") WEIGHT: 59.5 LBS DIMENSIONS: 11.8" X 5.9" X 96.0" FREQUENCY: REFER TO RF DATA SHEET RF CONNECTOR, TYP —� REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP MECHANICAL DOWNTILT 6RACKET 11.8 FRONT 5.9 SIDE KMW ANTENNA SPECIFICATIONS 24"x36" SCALE: 3/4"=1'-0" 1 1 "x17" SCALE: 1 "=1'-0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE NOT USED7 24"x36" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS I 12.2" I- N c SOL SHI r:7:71 MOUNTING BRACKETS MANUFACTURER: ALCATEL-LUCENT MODEL: 9442 RRH 70OMHz_15.5 (Lower Band) HEIGHT: 21 " WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS 51 AT O.T GPS ANTENNA 1 8" O.D. PIPE SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 4 RRH 70OMHZ DETAIL 24%36" SCALE: 1 1/2 ::= i '-0" 3 1 1 %17" SCALE: 3/4 =1'-O" ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIRITFn GPS MOUNTING DETAIL [_6 24"x36" SCALE: 1 "=1'-0" 1 1"x_17" SCALE: 1 /2"=1'-0" 10.6" NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS . avi N MOUNTING PII 9.1 lLTA Lai fl\1I NOT USED 24"x36" SCALE: NOT TO SCALE 5 1 1 "x17" SCALE: NOT TO SCALE MANUFACTURER: ALCATEL-LUCENT MANUFACTURER: RAYCAP MODEL: 9442 RRH AWS MODEL: DC6-48-60-18-8F "SQUID" HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS RRH AWS DETAIL2 24"x36" SCALE: 1 1/2"=1'-O" 11 "x17" SC:AI F• -1/4"=1'-n" RAYCAP "SQUID" DC SURGE PROTECTOR NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT MOUNTING BRACKET BY MANUFACTURER RAYCAP SQUID DETAIL 24%36" SCALE: 1 1 /2"=1 '-0" 1 1 1 %17" SCALE: 3 4"=V-0" at&t Your world. Delivered. m= �i� r rc= PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT ICHARD--B:-1=fALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20113 W W O O I— 00 (J� 0-) = Q �t- O > � J O Q r T 1 01-1 wLLJ N W CO V- REVISIONS NO. DATE I DESCRIPTION INITIAL A 10/19/20111 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER 24"x36" SCALE: 1 /2" = 1 '-0" 1 1 "x 17" SCALE: 1 /4" = 1 '-0" 2' 11 0" 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE SCHEMATIC GROUNDING PLAN I I ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. North to be determined by site survey (if possible). SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING KEYED NOTES: (1 CAD WELD (TYP). SEE DETAIL 2/E-2. O EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF TOWER WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS OEXISTING TOWER GROUND BUS BAR AT BASE OF TOWER. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS O#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. OEXISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. © t6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR YP OF 3) SEE DETAIL 5/E-2. O#6 AWG 70OMHZ RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. ®6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 5/E-2. O9 #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. 10 #6 AWG GPS ANTENNA MOUNT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING GROUNDING NOTES & LEGEND GENERAL 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 AT&T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; 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 (WHERE APPLICABLE) 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 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. at&t Your world. Delivered. �-ram PACIFIC TELECOM SERVICES, LLC 3REGISTERED RCHITECT � RICHAR .HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 W LiJ O cn O 00 cn = Q O > O J Q T 1 � N co W LL- REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER L-1 NOT USED NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 15 24"x36" SCALE: NOT TO SCALE 14 NOT USED 24"x36' SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 1 1 x 17 ' SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 11 x 17 SCALE: NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE—GL) O NEW 4"x 24"x 1/4" thk COPPER GROUND O BAR. INSTALLED BY GENERAL CONTRACTOR O O O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O O O O OO O 0 O O O O O O O O O O O O - UNDER CONDITIONS WHEN GROUNDING IS O 24" O ELECTRICALLY BONDED DIRECTLY TO METAL 7 -- -f e TOWER/MONOPOLE STRUCTURE, BASE OF FIELD VERIFY TOWER BUS BARS SHALL BE REMOVED W/ (2) #6 AWS GROUND LEADS BEING CAD WELDED DIRECTLY TO THE TOWER AND CONTINUING TO BURIED GROUND RING WITHIN — #2 SOLID BARE TINNED COPPER NOT USED NOT USED UNDERGROUND TRENCH WIRE CADWELD (TYPE—GL) 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE 10 GROUND B A R 1 1 "x17" SCALE: NOT TO SCALE 11 x17 SCALE: NOT TO SCALE 24"x36 SCALE: NOT TO SCALE #6 AWG FROM ANTENNA 9 1 1 %17" SCALE: NOT TO SCALE 1CABLE GROUND KIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER EXISTING ISOLATORS O SHALL BE REMOVED WHEN GROUND BAR 0 q OFO 0IS ELECTRICALLY O -- O O 0 O O BONDED TO METAL TOWER/MONOPOLE STRUCTURE 0 *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TOGROUND CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/LIGHT POLE GROUND BARS AT BOTTOM OF TOWERS/LIGHT POLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION NOT USED 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 7 24"x36NOT USED " SCALE: NOT TO SCALE 6 24" " 1 1 "x17" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE x36 SCALE: NOT TO SCALE 5 1 1 "x17" SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT b E64 TYPE GT TYPE GY TYPE GR TYPE GL NOT USED NOT USED CADWELD GROUNDING CONNECTIONS 24"x36" SCALE: NOT TO SCALE 4 24"x36" SCALE: NOT TO SCALE x [3] NOT USED 24"x36" SCALE: NOT TO SCALE 2, 24"" S 11 "x17" SCALD: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 36 CALE: NOT TO SCALE 1 THE INFORMATION N AIN IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURECTLY PROHIBITED. . ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CFRRIER SERVICES IS STR 1 1 "x17" SCALE: NOT TO SCALE at&t Your world. Delivered. r C��S PACIFIC TELECOM SERVICES, LLC $ REGISTERED RCHITECT c- - RICHARD B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 LLJ W O O F 00 = Q d- � J O Q r T 1 [if I^I 1 W N Q N W c0 LL REVISIONS NO. DATE DESCRIPTION INITIAL A 10/19/2011 ISSUED FOR PCD REVIEW TB 0 11/01/2011 ISSUED FOR FINAL CONSTRUCTION TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER