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12-101744 (2)Your world. Delivered. FEDERAL WAY SEATAC MALL PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REPLACING A TRI-POD ANTENNA MOUNT ACCOMODATING (3) ANTENNAS, WITH A NEW ANTENNA SCREENWALL ENCLOSURE ACCOMODATING (3) LTE ANTENNAS, (6) RRH UNITS AND (1) RAYCAP SQUID. AT&T ALSO PROPOSES (1) LTE EQUIPMENT RACK MOUNTED WITHIN AN EXISTING AT&T EQUIPMENT AREA LOCATED AT GROUND FLOOR WITHIN EXISTING BUILDING. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: CC-C BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: VA OCCUPANCY: R-2, S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: UNSTAFFED TELECOMMUNICATION FACILITY PROPOSED USE: UNSTAFFED TELECOMMUNICATION FACILITY SITE LOCATION: (.BASED ON NAD 83 LATITUDE: 47" 19' 05.59" N LONGITUDE: 122` 18' 31.57" W TOP OF STRUCTURE AGL: 43' BASE OF STRUCTURE AMSL: 458.30' PARCEL NUMBER(S): 0921049291 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: ROBERT LEIGHTON PH: (206) 464-4402 EMAIL: RLEIGHTON@PTSWA.COM PROPERTY OWNER: NW TRADING INC. DBA BEST WESTERN FEDERAL WAY EXECUTEL 11 900 W. OLYMPIC BLVD. SUITE 400 LOS ANGELES, CA 90064 PH: (310) 481-8700 TEAM LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342-6386 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 342-6390 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 RF ENGINEER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909-9454 PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819-4727 StJO8 31611 20TH AVE S .:-EDERAL WAY, 1 98001 VICINITY MAP DR..IVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE 475 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 SEATTLE 5.0 MI TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND 10.7 MI AT EXIT 143, TAKE RAMP RIGHT FOR S 320TH ST TOWARD FEDERAL WAY 0.3 MI TURN RIGHT ONTO S 320TH ST 0.4 MI TURN RIGHT ONTO 20TH AVE S 0.3 MI TURN LEFT ONTO S 316TH ST 180 FT ARRIVE AT 31611 20TH AVE S, FEDERAL WAY, WA 98003 ON THE LEFT 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 FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NAI URE. ANY USE UK UISCLUSUKE U I HEN MAN I HAI WHICH NLLAI LS I U CAKKILK SLKVICLS IS S I KIC I LY PNUHIBI I ED. DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 EXISTING AND PROPOSED EQUIPMENT PLAN A-3 EXISTING AND PROPOSED ANTENNA PLAN A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS ABBREVIATIONS 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 04-18-12 LEGAL DESCRIPTION LOT 1. KING COUNTY SHORT PLAT NO. 286028 RECORDED UNDER RECORDING NO. 8701060715 IN KING COUNTY, WASHINGTON, BEING A SHORT PLAT OF LOT 2, KING COUNTY SHORT PLAT NO 778060, RECORDED UNDER RECORDING NO 7902220625, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS TRACT 'Y' AS DELINEATED ON AND DESCRIBED IN SAID KING COUNTY SHORT PLAT NOS. 778060 AND 286028; EXCEPT AND PORTION OF SAID EASEMENT LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 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 REQ REQUIRED 3LK BLOCKING AIR CONDITIONING RM ROOM SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SIMILAR CLR CLEAR IN INCH SPEC SPECIFICATION CONC CONCRETE INFO INFORMATION SF SQUARE FOOT CONST CONSTRUCTION INSUL INSULATION SS STAINLESS STEEL CONT CONTINUOUS INT INTERIOR STL STEEL IBC INTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD DIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LBS POUNDS DN DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MTL METAL TYP TYPICAL MFR MANUFACTURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EQ EQUAL RO ROUGH OPENING VIF VERIFY IN FIELD EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE W/ WITH - NIC NOT IN CONTRACT W/o WITHOUT FIN FINISH NTS NOT TO SCALE WP WATER PROOF ��`! FLUOR FLOURESCENT ity of F FLR FLOOR OC ON CENTER FT FOOT OD OUTSIDE DIAMETER Dept. of Community Development Permit # GA GAUGE B GALV GALVANIZED y - GC GENERAL CONTRACTOR , j��S� Date ^ 2,- 2© �12 GRND GROUND �— GYP BD GYPSUM WALL BOARD at&t Your world. Delivered. ITS PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICHAR . HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 r� O cj') O CO w � (f] 00 Q � o� Na Q w w w w REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NIL. 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NIL. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 - RECEIVED CITY OP FEDERAL WAY CDS SYMBOLS: GENERAL NOTES: GRID REFERENCE 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER `;.'t' \ DETAIL REFERENCE CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE /4-, HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. -=-'f ELEVATION REFERENCE CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, �K ..v; RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS 9\ SECTION REFERENCE COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, - - - -- ---- CENTERLINE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF -- - - - - - PROPERTY/LEASE LINE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE CONFIRM THAT THE PROJECT WILL ACCOMPLISHED AS SHOWN. PRIOR 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE OWNER AND THE CONTRACTOR. --- -- - MATCH LINE TO PROCEEDING WITH CONSTRUCTIONN,, ANY ERRORS, OMISSIONS, OR CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY ARCHITECT/ENGINEER VERBALLY AND IN WRITING. ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE -- WORK POINT WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT CONSTRUCTION OF THE PROJECT. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. ---- - -------------------- GROUND CONDUCTOR PARTICIPATION IN BID WALK. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. ----- TELEPHONE CONDUIT 4. NOT USED FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS OR PROJECT SITE. REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL ---- i. - - ELECTRICAL CONDUIT 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PAYMENT FOR SAID DOCUMENT. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT 54. NOT USED - - - COAXIAL CABLE MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS EFFORT AS MANDATED BY THE GOVERNING AGENCY. ifs OVERHEAD SERVICE SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND - .-- - - n _ CONDUCTORS IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE I = . =1 GROUT OR PLASTER TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY � -`.z -rr�r -r�� (E) BRICK EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 56 FRAMES TO BE PROVIDED BY NTNETWORK OCARRIDEROCOMMOUNICATIO WHEN APPLICABLE) TOWER S. UfJll/l`lfJllfllfjllfJ (E) MASONRY 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ' ' �„ s':" � CONCRETE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE T-� .11= ..-_- EARTH 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION REQUIREMENTS. SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) "�" SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING GRAVEL IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY 1�11Z%�'» PLYWOOD PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE EQUIPMENT UTILIZED DURING CONSTRUCTION. CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PROPERTY. SAND 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND ���"�-"":_� WOOD CONTINUOUS - " `" HOURS TO AVOID DISTURBING NORMAL BUSINESS. DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. "--- �` CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE F� _ j WOOD BLOCKING ......................_ CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND AND FREE FROM PAINT SPOTS, DUST, E TU OR SMUDGES OF ANY NATURE. TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO TOWER NETWORK CARRIER PROOF OF LICENSES) AND PE & PD INSURANCE. OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. ETIII'...... .ice STEEL 33. NEW 'CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA fv;l NEW THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY AND AND SPECIFICATIONS. FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND EXISTING SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, WORK UNDER THE CONTRACT. AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK -.-; NEW ANTENNA MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INSURE A PROPER AND COMPLETE JOB. PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. EXISTING ANTENNA ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR GROUND ROD 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR -j-� GROUND BUS BAR ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP MECHANICAL GRND. CONN. PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN ■ CADWELD OF THE WORK. GOVERNING AGENCIES. PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION 14. NOT USED 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND CONSTRUCTION. GROUND ACCESS WELL 15. A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL ELECTRIC BOX AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING TELEPHONE BOX THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION- LIGHT POLE ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK OTHERWISE. PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, OCCURS. FND. MONUMENT ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR A PART OF THE AS -BUILT DRAWING RECORDS. OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR PROPERLY BY THE WORK OF OTHER TRADES. ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE SPOT ELEVATION 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. OTHERWISE. AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT SET POINT BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. PRODUCT DISTRIBUTED BY TRIARC. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, 65. NOT USED. REVISION DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE IS COMPLETE. CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE TO CONSTRUCTION. 1-800-227-2600. EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND OF THE WORK. UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. NOTED OTHERWISE (U.N.O.). 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. at&t4 Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICHARD HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 V O (J-) O 00 � T � w a� v J 0 Q 3�: Q w w w REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 Ht IIVrUNMAIIUIN UUI\IIAII\tu IN lrll ) Jtl Ur I.UIVJ I RUU I IVIV VVI.UIVIL 1IJ IJ rRUr RIC 1/1RI DI 1,F 1VI\L. PIMI UJL VI\ VIJV LVJVI\L IJII ILI\ II Iml4 11 IP\I YPI MIA I\LLJII CJ IV l.Y1RRILR JCRVII CJ 13 JIRII,ILT rPCUr1n1 I LU. j zzz-xj Vzzzzz11111111111LLzzLLL LEGEND EXISTING SUBJECT BOUNDARY LINE BUILDING --------------------------------------- RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE 777/7 �d SECTIONAL BREAKDOWN LINE /------------------- ----- OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE ----------- ----------- -------- OVERHEAD TELEPHONE LINE EXISTING BUILDING ....... _ _ .-_ ___ _. _ _.__......._. BURIED TELEPHONE LINE -------------------------------------------------- BURIED WATER LINE BURIED SANITARY SEWER BURIED STORM DRAIN EXISTING BUILDING S 314TH STREET DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE --------------------~--- CHAIN LINK FENCE WOOD FENCE BARBED WIRE/WIRE FENCE EXISTING ZI TRANSFORMER Q FIRE HYDRANT BUILDING ii�%T� i 0 LIGHT STANDARD N GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX FIRE STAND PIPE / UTILITY POLE ❑ CATCH BASIN, TYPE I E-- POLE GUY WIRE @ CATCH BASIN, TYPE 11 EXISTING (D GAS VALVE n SIGN BUILDING EXISTING EXISTING PARKING AREA EXISTING BUILDING M GAS METER 0 BOLLARD EXISTING BUILDING EXISTING PARKING AREA Q TELEPHONE VAULT MAIL BOX BUILDING ❑ TELEPHONE RISER 234.21 SPOT ELEVATION PAINT NOTE: j / 1 PROPOSED AT&T ANTENNA SCREEN -1 • j WALL ENCLOSURE TO BE PAINTED AND Q TEXTURED TO MATCH EXISTING BUILDING V) " PARCEL NUMBER(S): >- S 316TH STREET 0921049291 'T Q _ PROPERTY LINE (------- , •---__—__—__�� __— LEGAL DESCRIPTION: LOT 1. KING COUNTY SHORT PLAT NO. 286028 RECORDED UNDER EXISTING — RECORDING NO. 8701060715 IN KING COUNTY, WASHINGTON, BEING A 7117- / by SHORT PLAT OF LOT 2 KING COUNTY SHORT PLAT NO 778060 -� — - SUBJECT PARCEL ' PARKING Cy ° — , CD I LOT — ZONING: CC-C _ RECORDED UNDER RECORDING NO 7902220625, BEING A PORTION OF _ ° THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION EXISTING I �■ -� ■ Ilk9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. RECORDS OF KING EXISTING / PARKING AREA U I ■ _ w COUNTY, WASHINGTON; BUILDING w I ■ l _ ■ Z ID TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES LL-z I 168'-9"= ■ i ''> ,''a' ■ Z OVER, UNDER AND ACROSS TRACT "X" AS DELINEATED ON AND C) L//J/ :.: - ■— Lv DESCRIBED IN SAID KING COUNTY SHORT PLAT NOS. 778060 AND ■ I EXISTING 286028; EXCEPT AND PORTION OF SAID EASEMENT LYING WITHIN THE ■ w EXISTING � w ■ PARKING AREA Q BUILDING ABOVE DESCRIBED MAIN TRACT. SITUATE IN THE COUNTY OF KING, a ■ ° ° , ® ■ STATE OF WASHINGTON. S 31 6TH PL ■— a- _ EXISTING BUILDING EXISTING AT&T EQUIPMENT ROOM--------- •■ 0 ■..:_: LOCATED ON GROUND FLOOR ��__ r PROPERTY LINE / 56 -7 AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REPLACING A TRI-POD EXISTING ANTENNA MOUNT ACCOMODATING (3) ANTENNAS, WITH A / PARKING AREA /% �� j NEW ANTENNA SCREENWALL ENCLOSURE ACCOMODATING (3) VICINITY M A P LTE ANTENNAS, (6) RRH UNITS AND (1) RAYCAP SQUID. AT&T ALSO PROPOSES (1) LTE EQUIPMENT RACK MOUNTED Feaerat EXISTING WITHIN AN EXISTING AT&T EQUIPMENT AREA LOCATED AT EXISTING VACENT LOT GROUND FLOOR WITHIN EXISTING BUILDING. Way PARKING AREA 0 EXISTING EXISTING A-4 Lv / BUILDING BUILDING :D W EXISTING r g > BUILDING EXISTING ,y4 BUILDING / _,St N mat EXISTING SITE � k-, BUILDING . EXISTING1 tysus + S 318TH PL BUILDING Rtd S -z0% st S 32ft St S EXISTING �;• � � BUILDING EXISTING O PARKING AREA 4 - �y 4 EXISTING EXISTING �* BUILDING BUILDING i North to be determined by site survey (it possible). 24"x36" SCALE: 1" = 100'-0" 1 1 "x17" SCALE: 1" = 200'-0" 100 50 �� 0' SITE PLAN 1 at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT ICHARD . ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 h� V 0 0 00 � T � w a-) oQ Q � W W REVISIONS NO. I DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION UOCUMEN I5 15 HKOPRIE IAKY BY NAI UKE. ANY U5L UK UI5) ULUJUKL U 1 HLN 11-1AN 111HI WHIUH KLLAI LJ I U UAKKILtK JLNVIULJ i�:) K _r F'KUHItI I LU. at&t Your world. Delivered.11 Ind, � � y�• , PACIFIC TELECOM SERVICES, LLC 8"8 REGISTERED ARCHITECT RICHARD HALT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 I REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1.1 '9'-9t, 1 PROPOSED AT&T L EQUIPMENT RACK A-5 WITHIN THE EXISTII EQUIPMENT ROOM 3 PROPOSED AT&T A-5 COAX ENTRY PORT North to be determined by site survey (if possible). -ING AT&T EQUIPMENT RACK -ING AT&T WALL JED DIPLEXERS 'OSED AT&T (2) DC RUNS (1) FIBER RUN ROUTED ON "ING INTERIOR CABLE TRAYS D VERIFY) EXISTING AT&T COAX -ING AT&T UMTS CABINET ENTRY PORT (3 TOTAL) "ING AT&T EQUIPMENT ROOM -ING AT&T GSM CABINET -ING AT&T TELCO BOARD 'ING AT&T PANEL 'ING AT&T GSM CABINET 'ING SURGE PROTECTOR -ING HVAC -ING AT&T BBU RACK -ING AT&T POWER RACK ING AT&T TELCO BACKBOARD North to be determined by site survey (if po--We). RI—�11 AT&T EQUIPMENT RACK AT&T WALL D DIPLEXERS AT&T UMTS CABINET AT&T EQUIPMENT ROOM AT&T GSM CABINET AT&T TELCO BOARD AT&T PANEL AT&T GSM CABINET SURGE PROTECTOR HVAC AT&T BBU RACK AT&T POWER RACK AT&T FIBER BACKBOARD 24"x36" SCALE: 3/4" = 1'-0" �� , PROPOSED EQUIPMENT PLAN 2 24%36" SCALE: 3/4" = 1'-0" I 1 1 "x17" SCALE: 3/8" = V-0" 1' 6" 0" 1' 1 1 %17" SCALE: 3/8" = 1'-0" 1' 6" 0" 1' EXISTING EQUIPMENT PLAN 1 TI IAT n--AtYt11t 1-- -1 1. ^-^ at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT / r RICHAR HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20113 V O (n O 00 rn N � J Q ry LiJ w Li. �1 REVISIONS NO. DATE I DESCRIPTION INITIAL A 12/06/111 ISSUED FOR PCD REVIEW D13 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING AND PROPOSED EQUIPMENT PLAN SHEET NUMBER A-2 HE INFORMAIIUN UUN IAINtU 1N I1-11�) JtI Ur UUINJ I rCUU 1I UIN UUI.UNIGIV I I rMUrf\IL Ih\f\I D1 I14/'\1 UI\L. t-1 I UJL UI\ VIJULUJ.. \- V 1ILI\ 11V II Ir 1 •rl 1 I\LL ILJ U \rlt%g%1L1\ JLI\VIULJ IJ LI rI\UI 11UI1 LL. PAINT NOTE: PROPOSED AT&T ANTENNA SCREEN WALL ENCLOSURE TO BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING EXISTING SLEEPERS TO REMAIN-------------\_ O O O O EXISTING SLEEPERS TO REMAIN AND PROPOSED AT&T RELOCATION OF EXISTING BE UTILIZED FOR NEW MOUNT TMA'S (6 TOTAL) AND MHA'S (6 TOTAL) MOUNTED AT NEW ANTENNA MOUNT AT PROPOSED AT&T POSITION OF BACKSIDE OF RELOCATED ANTENNAS RELOCATED EXISTING AT&T PANEL ANTENNA (TYP. OF 3, 1 PER SECTOR) 2 PROPOSED AT&T ANTENNA MOUNT cagiDD MOUNTED WITHIN PROPOSED A-5 SCREENWALL PER STRUCTURAL EXISTING AT&T PANEL ANTENNA TO BE REMOVED AND RELOCATED PROPOSED AT&T AWS RRH 2 UNIT MOUNTED ON PROPOSED e}.f ANIDTING MHA ST (6 TOTAL)(TOBE TOTAL) F— ANTENNA MOUNT (TYP. OF 3, 1 PER SECTOR) REMOVED AND RELOCATED 0 r 3 PROPOSED AT&T 70OMHz a `��� o o 0 0 0 RRH UNIT MOUNTED ON F— PROPOSED ANTENNA MOUNT '� 0 0 (TYP. OF 3, 1 PER SECTOR) �, s EXISTING AT&T ROOFTOP MOUNTED CABLE TRAY EXISTING AT&T PANEL ANTENNA PROPOSED AT&T LTE PANEL - 4 ANTENNA MOUNTED ON TO BE REMOVED AND RELOCATED � ° � F— PROPOSED ANTENNA MOUNT (TYP. OF 3, 1 PER SECTOR) o © EXISTING AT&T ANTENNA MOUNT TO BE REMOVED Ilk EXISTING AT&T ROOFTOP MOUNTED CABLE TRAY PROPOSED AT&T RAYCAP g j o 0 SQUID MOUNTED ON PROPOSED ANTENNA MOUNT F— O o North to be determined by site survey (if possible). North to be determined by site survey (if possible). 24"x36" SCALE: 3/4" = 1'-0" PROPOSED ANTENNA PLAN 24"x36" SCALE: 3/4" - 1'-0" � 1 1 "x17" SCALE: 3/8" = 1'-O" 1' 6" 0" 1' 1 1 "x17" SCALE: 3/8" = 1'-0" 1' 6" 0" EXISTING ANTENNA PLAN 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 !S STRICTLY PROHIBITED. 8828 REGISTERED ARCHITECT f � Y RICHARD ALI STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 O (n O 00 LLJ 0-) Cl� 00 < < Q LiJ W LL- w w REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/111 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/121 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING AND PROPOSED ANTENNA PLAN SHEET NUMBER A-3 PAINT NOTE: PROPOSED AT&T ANTENNA SCREEN WALL ENCLOSURE TO BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING 3 PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON PROPOSED AT&T RAYCAP g F— PROPOSED ANTENNA MOUNT SQUID MOUNTED ON (TYP. OF 3, 1 PER SECTOR) PROPOSED ANTENNA MOUNT F— PROPOSED AT&T AWS RRH //--PROPOSED AT&T ANTENNA I III I I.I`l"7 ill i, � fI�:--10 I �`.............. . . - -�� II .T� II i�. � II r �i-Fi N r� II 17r ................................................. ............ ............ -- — -- — --- _ _ — - -s a r, - 1 LJ u , ........ 1 E 11' . . . r % ... , ra....✓ .y5:.m;,,.f..,_.' ..F - sx•;"'S' ,...,..i:r.., .:..q1•y �FJ nu- �:',•x's4 $.x-•'}.sii:- � r" � ...a y ..1`�i — E �ez . �ea. I. � GRADE 0'-0"t 24"x36" SCALE: 1/8" = 1'-01, 1 1 "x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' EXISTING SOUTH ELEVATION 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO Cf '.RIER SERVICES IS STRICTLY PROHIBITEC. at&t Your world. Delivered w;< a air rua W —.'i l PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT 111 1CHARD ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 V O O 00 w w0-) � oo N � r— --i CO ry W LLi L� w w REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE XISTING & PROPOSED SOUTH ELEVATIONS SHEET NUMBER A-4 a. at&t Your world. Delivered. 0 9W r PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT VP. r RICHARD HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 V O U� O 00 r T 1 W 0-) v J vJ � J Q W W W REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DI3 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED WEST ELEVATIONS SHEET NUMBER A-,5 1 rlt I I N r ur-\IVI/-i 1 1 U I V i,VI\I I/-ii I\IGV IIV IrIID JLI VI \,\JIVJI I\UkI IIUIN VVVVIVII_IN IJ IJ 1.1\VI I\IL Ir\I\1 VI INP IVI\I-. /-IINI VJL VI\ I\1_ \ II ILI\ 111-11 1I 1l 1 YYI II V I I 1\L L!'\I LL.J IV V/ NI\I1_I\ JLI\V I\.i LJ IJ JII\I\_.I LI FI\Un IL)I ICU. PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX D COAX LENGTH DIPLEXED GSM 850 60° 41' 1 ANDREW BXLH-6565 0 0 YES NONE 1 1-5/8" 245'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 0 YES LPG 21401 2 1-5/8" 243'-0" LTE 60° 41' 1 KMW 0 0 YES — 1 FIBER 243'-0" NO SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT M TILT RET TMA NUMBER OF COAX COAX CO COAX LENGTH DIPLEXED GSM 850 180' 41' 1 ANDREW �BXLH-6565A 0 0 YES NONE 1 1-5/8" 243'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 0 YES LPG 21401 2 1-5/8" 243'-0" LTE 180' 41' 1 KMW 5 0 YES — 1 FIBER 243'-0" NO SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0LENGTH COAX DIPLEXED GSM 850 300' 41' 1 1 1 ANDREW 1 DBXLH-6565A 1 0 0 YES NONE 1 1-5/8" 243'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 1 0 YES LPG 21401 2 1-5/8" 243'-0" LTE 300' 41' 1 KMW 0 0 YES — 1 FIBER 243'-0" NO NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSED POSITION OF RELOCATED EXISTING AT&T PANEL ANTENNA PROPOSED AT&T ANTENNA MOUNT MOUNTED WITHIN PROPOSED SCREENWALL PER STRUCTURAL — PROPOSED AT&T AWS RRH UNIT MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED AT&T LTE PANEL ANTENNA MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED SCREEN WALL SFc h� TS —\ 300. S cF�To g2i'y(ST� MT G 00. °P S�S� 01 0� PROPOSED AT&T RELOCATION OF EXISTING TMA'S (6 TOTAL) AND MHA'S (6 TOTAL) MOUNTED AT NEW ANTENNA MOUNT AT BACKSIDE OF RELOCATED ANTENNAS PROPOSED AT&T LTE PANEL ANTENNA MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED AT&T AWS RRH ° UNIT MOUNTED ON ® PROPOSED ANTENNA MOUNT EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX CO' COAX LENGTH DIPLEXED GSM 850 60' 36'-9" 1 ANDREW BXLH-6565 0 0 YES NONE 1 1-5/8" 245'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 0 YES LPG 21401 2 1-5/8" 243'-0" SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 180° 42'-0" 1 ANDREW BXLH-6565 0 0 YES NONE 1 1-5/8" 243'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 0 YES LPG 21401 2 1-5/8" 243'-0" SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 300° 36'-9" 1 ANDREW 0 0 YES NONE 1 1-5/8" 243'-0" YES (G8—G9) GSM 1900 0 0 YES NOKIA MHA CS72993.08 2 1-5/8" 243'-0" UMTS 850 4 0 YES NONE 1 1-5/8" 243'-0" YES (U8—U9) UMTS 1900 0 0 YES LPG 21401 2 1-5/8" 243'-0" EXISTING AT&T TMA'S (6 TOTAL) AND MHA'S (6 TOTAL) TO BE REMOVED AND RELOCATED EXISTING AT&T PANEL ANTENNA TO BE REMOVED AND RELOCATED EXISTING AT&T TMA'S (6 TOTAL) AND MHA'S (6 TOTAL) TO BE REMOVED AND RELOCATED----,, PROPOSED POSITION OF se RELOCATED EXISTING AT&T ° PANEL ANTENNA EXISTING AT&T MHA TO BE REMOVED AND RELOCATED - EXISTING AT&T PANEL ANTENNA TO BE REMOVED AND RELOCATED � EXISTING AT&T PANEL ANTENNA � a TO BE REMOVED AND RELOCATED �® qi �GAO c�ao EXISTING AT&T ANTENNA MOUNT .�ws °' II TO BE REMOVED i / o�T PROPOSED AT&T RELOCATION OF EXISTING TMA'S (6 TOTAL) AND MHA'S (6 TOTAL) MOUNTED AT NEW ANTENNA MOUNT PROPOSED AT&T RAYCAP AT BACKSIDE OF SQUID MOUNTED ON RELOCATED ANTENNAS PROPOSED ANTENNA MOUNT 0 0 oo (� m V)— _ � II � II PROPOSED POSITION OF 0 o = PROPOSED AT&T LTE PANEL RELOCATED EXISTING AT&T N U w U ANTENNA MOUNTED ON PANEL ANTENNA N N PROPOSED ANTENNA MOUNT Q PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON PROPOSED ANTENNA MOUNT PROPOSED AT&T AWS RRH UNIT MOUNTED ON PROPOSED ANTENNA MOUNT 24"x36" SCALE: 3/4" = 1'-0" PROPOSED ANTENNA CONFIGURATION 2 24"x36" SCALE: 3/4" = 1'-0" 1 1 "x 17" SCALE: 3/8" = 1 '-0" 1' 6" 0" 1 ' 1 1 "x17" SCALE: 3/8" = 1'-0" 1' 6" 0" 1' EXISTING ANTENNA CONFIGURATION at&t Your world. Delivered. > >t r A ' ram: PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED / ARCHITECT RICHARD HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 V r0 00 o 00 � T � w a) v J 00 Q i�: � } J (0ry w 0 w REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER f F-1 THE INFORMATION CONTAINED IN THIS SET OF CONS I RUC I IUN UUUUMLN I �5 IS f HUI'RILIANY BY NAI Ut<L. AINY UJL UN UIJI.LUJUNL U I NLN MAN I rl/Al VVr11`, r1 NLLAI LJ I U 13 J I NII.I LT Y'NUI IIOI I LU. AT&T GPS ANTENNA MANUFACTURER: RAYCAP "SQUID" 1 7/8" O.D. PIPE - MODEL: DC6-48-60-18-8F 11.0 _. 0 r7Ke-7, ' RAYCAP "SQUID" DC I N SITE PRO 1 PIPE TO OC SURGE PROTECTOR PIPE CLAMP SET �C NOTE: TO BE (PART# ACP08K) J(—.__.__[- INSTALLED WITHIN 6 MOUNTING PIPE ��JL.....-, FEET OF RADIO UNIT ................1C::::::::::..::.::_..............I[........_..... ................. 1[.sk :::::::::::: .....:wa ::1[:::-:::: :::::::::::::::::I[::: m..:::: o 1[.......::::::::: _::::::: I[::::::::::: �- NOTES: 1[.........................................IC............... N 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. E— 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO o z RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS ❑a o0 oa,oa 0000 00 000o coioo oo 0 BEFORE FINAL LOCATION OF GPS ANTENNA. 00 00 oc 00 0000 00 0000 0oa0 00ao MOUNTING BRACKET BY MANUFACTURER 18.0" MOUNT SQUID DETAIL NOT USED GPS DETAIL NOT USED 24"x36" SCALE: NOT TO SCALE "x 8 24"x36" SCALE: "x NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 6 24"x36" SCALE: NOT TO SCALE 5 1 1 17" SCALE: NOT TO SCALE 1 1 17" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE 11 % 17 SCALE: NOT TO SCALE NOTE: NOTE: MECHANICAL RRH'S TO BE MOUNTED PER RRH'S TO BE MOUNTED PER DOWNTILT MANUFACTURE SPECIFICATOINS MANUFACTURE SPECIFICATOINS BRACKET MANUFACTURER: KMW MODEL: AM—X—CD-17-65—OOT—RET COMMUNICATIONS (96") _ WEIGHT: 59.5 LBS FRONT DIMENSIONS: 11.8" X 5.9" X 96.0" -' LAR FREQUENCY: REFER TO RF DATA SHEET o O O o SHIELD- pp n�,caQo, pp 11.8OTOP 11.8 I MINIM Ip®®p 10.6" ° rn �ri rn Sri ®o ®off 12.2" p p -- pp p - TOP BOTTOM RRH ° MOUNTING e rn ::::: > BRACKETS ° RF CONNECTOR, TYP _ ........ _........................., REMOTE ELECTRICAL DOWNTILT ACTUATOR TYP I ............................................... _....... . 11 'E N -.............I..........._...... _.._.. o MANUFACTURER: MANUFACTURER: ALCATEL—LUCENT . .............. ... _..._....._..-- -- ...� - MODEL: 9442 RRH 70OMHz-15.5 (Lower Band) I ' ` ISO VIEW ,�----._...._.._.... __:..., HEIGHT: 21 " .; I ....... WIDTH: 12.2" I __....... ......... DEPTH: 10.8" WEIGHT: 51 LBS . ................. _............. URMF r MANUFACTURER: ALCATEL—LUCENT ...._.................. ,I MODEL: 9442 RRH AWS ... . . . ...... HEIGHT: 24.4" FRONT WIDTH: 10.6" I ! DEPTH: 6.7" sk WEIGHT: 43 LBS FRONT SIDE KMW ANTENNA SPECIFICATIONS RRH 70OMHZ DETAIL RRH AWS DETAIL�, NOT USED 24"x36" SCALE: 3/4" = 1 '-0" "x17" 4' 24"x36" SCALE: "x17" 1 1/2 "=1 '-0" 3 24"x36" SCALE: 1 1 /2"=1 '-0" 24"x36" SCALE: NOT TO SCALE 1 1 1 SCALE: 1-1 2" = V-0" 11 SCALE: 3 4"—V-0" = — 11 "x17"_ SCALE: NOT TO SCALE at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 882T f RIST EXPIRATION DATE OF THE LICENSE: 08/20/13 r0 O C/) O 00 r T 1 W 0-) 00 Q 3�: N � CIS Q0 J �� W W Li - REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF-2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAI WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 24"x36" SCALE: 3/4" = V-0" 76i SCHEMATIC GROUNDING PLAN 1 1 1 "x17" SCALE: THE INFORMATION 3/8" = 1'-0" CONTAINED 0" 1' 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. ,-o 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 16 1-�A/1' FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING KEYED NOTES: O1 CAD WELD (TYP). SEE DETAIL 2/E-2. OEXISTING ANTENNA GROUND BUS BAR NEAR ANTENNA MOUNT AT ANTENNA LEVEL WITH COAX GROUND KIT. SEE DETAIL 9/E-5 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. OEXISTING BUILDING GROUND BUS BAR AT BASE OF ANTENNA LEVEL. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. O4 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. O EXISTING GROUND ANTENNA BUS IL GROUND BUS BAR (TYP OF2PLAC S). SEEDETAIL ��BB E 2 BUILDING O #6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 5/E-2. O7 #6 AWG 70OMHz RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. O8 #6 AWG LTE EQUIPMENT RACK TO TIE INTO EXISTING SYSTEM GROUND RING. O9 #6 AWG GPS ANTENNA TO TIE INTO EXISTING SYSTEM GROUND RING. 10 O 6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 5/E-2. ROOF TOP GROUNDING NOTES, 1. GC SHALL VERIFY (2) #2 AWG THHN GROUND LEADS FROM EACH OF SEVERAL REMOTE INDIVIDUAL BUSES TO BE COLLECTED AT ONE MAIN MGB AND FURTHER ROUTED TO BUILDING STEEL OR OTHER DESIGNATED BUILDING GROUNDING SYSTEM (FINAL DESIGNATED POINT OF GROUDNING TO BE COORDINATED WITH BUIDING OWNER). 2. ALL ROOF TOP GROUND LEADS SHALL BE THERMAOPLASTIC HIGH HEAT -RESISTANT NYLON -COATED (THHN). 3. WHERE APPLICABLE, GC'S ELECTRICAL SUBCONTRACTOR SHALL COORDINATE WITH CM AND BULDING OWNER ON TYING INTO EXISTING BUILDING GROUNDING SYSTEM FOR NEW ELECTRICAL & TELCO PANEL(S) AT SAME LOCATION AS EXISTING ELECTRICAL & TELCO SERVICE. 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. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 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) 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. 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. a at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828RHARDHALL RICSTA EXPIRATION DATE OF THE LICENSE: 08/20/13 V O U) O 00 E T A w rn Q � Q � W LEI LL F+� REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW DB 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 NOT USED NOT USED NOT USED NOT USED 24"x36" "x17" SCALE: NOT TO SCALE 15 24"x36" "x17" SCALE: NOT TO SCALE114 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 1 1 SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" 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) NOTE: UNDER CONDITIONS NEW 4"x 24% 1 /4" thk COPPER GROUND O WHEN GROUNDING IS BAR. INSTALLED BY GENERAL CONTRACTOR ELECTRICALLY BONDED DIRECTLY TO METAL TOWER/MONOPOLE STRUCTURE, BASE OF TOWER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BUS BARS SHALL BE REMOVED 0 0 0 000 W/ (2) #6 AWS GROUND LEADS 0 0 0 0 0 0 0 0 0 0 0 O BEING CAD WELDED DIRECTLY TO THE TOWER AND CONTINUING TO BURIED GROUND RING 0 0 0 0 0 0 0 0 0 0 0 0 10 WITHIN UNDERGROUND TRENCH 1-01 O UNDER CONDITIONS WHEN GROUNDING IS 24" ELECTRICALLY BONDED DIRECTLY TO METAL 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) GROUND BAR 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE 10 9 "x17" "x17" 24"x36" SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 "x17 SCALE: NOT TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER NOTE: EXISTING ISOLATORS SHALL BE REMOVED WHEN GROUND O O O O O O O BAR IS LLY BONDEDCTO METAL 0 0 oqoj I�O)l OO OO - OO TOWER/MONOPOLE STRUCTURE I<0)I I0 *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE i I USED WITH #2 AWG BCW TO I`�GROUND '� --� CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING I I GROUND BAR IS I u ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION NOT USED NOT USED 24"x36" "x17" SCALE: NOT TO SCALE 8824"x36" "x17" SCALE: NOT TO SCALE 7 24"x36" "x17" SCALE: NOT TO SCALE 6 24"x36 SCALE: NOT TO SCALE 5 1 1 SCALE: NOT TO SCALE 1 1 SCALE: NOT-- SCALE 1 1 SCALE: NOT TO SCALE 1 1 "x17 SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL CADWELD GROUNDING CONNECTIONS NOT USED NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 4 24"x36" "x17" SCALE: NOT TO SCALE 3 2 24"x36" SCALE: NOT TO SCALE 1 24"x36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT (CHARD . ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 V r1r) O (J� O 00 W 0-) C1] o0 Q O o � Cl� Q0 W W C) W W REVISIONS NO. DATE DESCRIPTION INITIAL A 12/06/11 ISSUED FOR PCD REVIEW D13 0 12/13/11 ISSUED FOR FINAL CONSTRUCTION NIL 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E- HE INFORMATION CONTAINED IN THIS SET UI- CUNS I KUC I IUN UUUUMLN I �3 IS PROPKIE IAKY UY NAI UKL. ANY U`jL UK UI�)ULUSUKL U I HLK I RAIN I MAI wrnl,M NLLAI L� 1 U UANNILN JLMM LJ 1J J I NIW LT I-'NUHItsI I Lu.