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12-101424 (2)PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY BY ADDING (3) LTE PANEL ANTENNAS (1) PER SECTOR MOUNTED TO AN EXISTING T-ARM MOUNTS, (6) RRH UNITS (2) PER LTE PANEL ANTENNA MOUNTED TO A NEW QUAD COLLAR MOUNT, (1) RAYCAP SQUID MOUNTED TO EXISTING STEEL MONOPOLE AT ANTENNA LEVEL, (1) GPS ANTENNA MOUNTED AT THE EXISTING ICE BRIDGE AND (2) PROPOSED PURCELL CABINETS STACKED MOUNTED ON AN EXISTING CONCRETE PAD LOCATED WITHIN THE EXISTING FENCED COMPOUND. APPLICANT: PROPERTY OWNER: AT&T MOBILITY BELMORE HOLDING, LTD. RTC BUILDING 3 1571 BELLEVUE AVE, SUITE 210 16221 NE 72ND WAY WEST VANCOUVER, BC V7V 1A6 CANADA REDMOND, WA 98052 CONTACT: STEPHEN HYNES PHONE: (604) 922-4161 CODE INFORMATION: ZONING CLASSIFICATION: RM 3600 BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION: (BASED ON NAD 83 LATITUDE: N 47' 18' 18.9" LONGITUDE: W 122' 18' 8.4" TOP OF STRUCTURE AGL: 120'-0" BASE OF STRUCTURE AMSL: TBD PARCEL NUMBER (S): 162104-9037 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. TOWER OWNER: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 CONTACT: RICHARD A SCIOLI PH: (781) 926-4685 CONTACT: AARON BLOOM PHONE: (503) 880-4940 TEAM LEAD: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 ITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET 2ND FLOOR SEATTLE, WA 98104 CONTACT: TER] 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 COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 IMF ENGINEER: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 525WESTS ER 7 PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 PH: {206) 819-4727 SEATTLE, WA 98104 CONTACT: KATIE KENNEY CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 PH: (206) 464-4402 EMAIL: RLEIGHTON@PTSWA.COM Your world. Delivered. FEDERAL WAY EAST SS67/82935 2101 SD I_ TH ST FEDERAL WAY, WA 98003 VICINITY MAP 333RD St Ali S 336TH St DRIVING 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 ONTO BEAR 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 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.6 MI TURN LEFT ONTO S 330TH ST 0.5 MI ARRIVE AT S 330TH ST & 24TH 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 FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE O I HER MAN I HAI WHICH KELAI E5 I U UAKKIEK JtKVIULt) 15 J I NIU I LY NKUHILII I LU. 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. REVISED FINAL CONSTRL.ICTION DRAWINGS DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 PARCEL PLAN A-2 SITE PLAN A-3 EXISTING ENLARGED COMPOUND PLAN A-4 PROPOSED ENLARGED COMPOUND PLAN A-5 EXISTING & PROPOSED WEST ELEVATION A-6 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS 03-26-12 LEGAL DESCRIPTION THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THOSE PORTIONS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING WEST OF THE CENTER LINE OF INTERSTATE HIGHWAY NO. 1-5, IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON; EXCEPT PORTIONS CONDEMNED UNDER JUDGEMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 533169; TOGETHER WITH EASEMENT RIGHTS FOR DRAINAGE AS GRANTED BY THE STATE OF WASHINGTON UNDER KING COUNTY RECORDING NO. 6126131; EXCEPT THE WEST 30 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER DEEDED TO KING COUNTY FOR ROAD BY KING COUNTY RECORDING NO. 61 18778; SITLATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROD PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION REQ REQUIRED BLK BLOCKING AIR CONDITIONING ROOM SRM HT 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 FLR FLOOR OC ON CENTER FT FOOT OD OUTSIDE DIAMETER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD SI"I'E PLAN APPWy , s y ------------ at&t Your world. Delivered. ,U' ens Ia-ems PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT /11, RI ARD B. H LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120H3 119 O Ln cn 00 O I— Q 00 N N � o � � � Q O � w N � LLI F� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 RECEIVED MAR 3 0 2012 CITY OF FEi)tKAL. WAY Cos GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE PROJECT MANAGER. STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND ARCHITECT/ENGINEER VERBALLY AND IN WRITING. EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT PARTICIPATION IN BID WALK. MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 4. NOT USED 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. 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN 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 MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS EFFORT AS MANDATED BY THE GOVERNING AGENCY. SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. TITLE-24 WHEN APPLICABLE) 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. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FIR 1428, CFR PART 1201) AND LOCAL SECURITY 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION REQUIREMENTS. PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PROPERTY. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE HOURS TO AVOID DISTURBING NORMAL BUSINESS. DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. 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 CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INURED, AND AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 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 THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY AND SPECIFICATIONS. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, WORK UNDER THE CONTRACT. AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INSURE A PROPER AND COMPLETE JOB. 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, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES OF THE WORK. FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 14. NOT USED 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY 15. A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A RESPONSIBLE FOR RECORDING THE RESULTS. PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS 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 REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK OTHERWISE. CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, 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 PROPERLY BY THE WORK OF OTHER TRADES. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES OTHERWISE. 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. 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, 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 UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER TO CONSTRUCTION. 1-800-227-2600. 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. CONTRACTOR SHALL CALL FOR LOCATE CONSTRUCTION. 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.). 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 INSTALLATION 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 HEA VY STEEL PLATES T A 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 rOR 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 % X� DETAIL REFERENCE i ��r ELEVATION REFERENCE - - SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE MATCH LINE ..........._.................................................. WORK POINT GROUND CONDUCTOR T - - --- TELEPHONE CONDUIT --- ELECTRICAL CONDUIT A ......................................... COAXIAL CABLE 0l'__...... . OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER BRICK lr1��/�rl�llT�III (E) MASONRY ........ ................................ o CONCRETE '77-T- EARTH GRAVEL PLYWOOD SAND WOOD CONTINUOUS WOOD BLOCKING T7/17 , STEEL (N) NEW - EXISTING -- NEW ANTENNA EXISTING ANTENNA GROUND ROD �- GROUND BUS BAR • MECHANICAL GRND. CONN. ■ CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX y � LIGHT POLE ry I- FND. MONUMENT SPOT ELEVATION L SET POINT 1 REVISION at&t Your world. Delivered. pis PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT r RICHAR �1�ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J r� O Ln 00 I- N N < (/) J (J] O � N � w LL_ REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 THF INFORMATION (`nNTAINFn IN THIS AFT nF CnN�TRUCTInN 00CL1MFNT1.�, I� PRnPRIFTARY RY NATI IRF ANY I ISF nR ni,�ri n(�I IRF nTHFR THAN THAT WHI(`H RFI ATFc TO rARRIFR CFRVIPFc is QTQ1rT1 v DDnuiOiTrn /IIIIIIII/III 11�1 �I /IIIII� �� IIIIIIII/I OAKLAND HILLS BLVD LEGEND — — SUBJECT BOUNDARY LINE - - - RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - — — — — — — — — — — — - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE UG;- _ U� .......___._ BURIED POWER LINE BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE UGT I ,- . __ __._._ BURIED TELEPHONE LINE W W W W BURIED WATER LINE SS ss SS BURIED SANITARY SEWER -SD—SD—SD—BURIED STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — x—x —x —x —x— CHAIN LINK FENCE ❑ - - WOOD FENCE x — x — x — x — x — BARBED WIRE/WIRE FENCE TRANSFORMER -(�- FIRE HYDRANT LIGHT STANDARD N GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX /Q FIRE STAND PIPE UTILITY POLE ❑ CATCH BASIN, TYPE I E-- POLE GUY WIRE @ CATCH BASIN, TYPE II KLi GAS VALVE � SIGN Ed GAS METER 0 BOLLARD En TELEPHONE VAULT o MAIL BOX El TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: PROPOSED AT&T LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS PARCEL NUMBER: 162104-9037 THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THOSE PORTIONS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING WEST OF THE CENTER LINE OF INTERSTATE HIGHWAY NO. 1-5, IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON; EXCEPT PORTIONS CONDEMNED UNDER JUDGEMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 533169; TOGETHER WITH EASEMENT RIGHTS FOR DRAINAGE AS GRANTED BY THE STATE OF WASHINGTON UNDER KING COUNTY RECORDING NO. 6126131; EXCEPT THE WEST 30 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER DEEDED TO KING COUNTY FOR ROAD BY KING COUNTY RECORDING NO. 6118778; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. IL._._J "+� 6.....rr /Q� W � Q VICINITY MAP _ A- 2 77 I � N I EXISTIN ' - PARKIN LOT I 0..��c:ni�i 1 AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY 3 S 3; BY ADDING (3) LTE PANEL ANTENNAS (1) PER SECTOR MOUNTED TO AN EXISTING T—ARM MOUNTS, (6) RRH UNITS (2) PER LTE PANEL ANTENNA MOUNTED TO A NEW QUAD COLLAR MOUNT, (1) RAYCAP SQUID MOUNTED TO EXISTING STEEL MONOPOLE AT ANTENNA LEVEL, (1) GPS ANTENNA MOUNTED AT THE EXISTING ICE BRIDGE AND (2) >, PROPOSED PURCELL CABINETS STACKED MOUNTED ON AN EXISTING CONCRETE PAD LOCATED WITHIN THE EXISTING FENCED COMPOUND _ North to be determined by site survey (if possible). 24"x36" SCALE: 1 " = 200'-0" — PARCEL PLAN 11 "x 17" SCALE: 1 " = 400'-0- 200 0 0 200' 1 TUC INICr)DKAATlrinl (r)NITAIt\im IN TIAIC CPT np- nn NCTPI Ir'Tlnf\I nnnl INAF NIT� IC PPn PPIFTAPY RY NIATI IRF ANY I IMF nR nlCnl nCI IRF nTHFR THAN THAT Wh11(H RRI ATFC Tn nAPRIFP CAR\/In c IQ cTDI(`TI v DDr-)UIDI=Ff at&t Your world. Delivered. 4F PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT r - � RICHARD B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J O � 00 ~ Q 00 N � � Q C) 3: J O Cl--' N � w L>_ REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PARCEL PLAN SHEET NUMBER A-1 Al", LLJ Z'� EXISTING LANDSCAPE AREA j 4i. < A ZXISTING LANDSCAPE AREA EA BUILDING BUILDING BU1' 4 x x X1. x Z x. ....... x C) x ZXISTING LANDSCAPE AREA A -3 A-4 x x ------------------------- 1-TAT&T PROPOSES TO MODIFY AN EXISTING UNISTAFFED TELECOMMUNICATIONS FACILITY BY ADDING (3) LTE PANEL ANTENNAS (1) PER SECTOR MOUNTED TO AN EXISTING T-ARM MOUNTS, (6) RRH UNITS (2) PER LTE PANEL ANTENNA MOUNTED TO A NEW QUAD COLLAR MOUNT, (1) RAYCAP SQUID MOUNTED TO EXISTING STEEL MONOPOLE AT ANTENNA LEVEL, (1) GPS ANTENNA MOUNTED AT THE EXISTING ICE BRIDGE AND (2) PROPOSED PURCELL CABINETS STACKED MOUNTED ON AN EXISTING CONCRETE PAD LOCATED WITHIN THE EXISTING FENCED COMPOUND M North to be determined by site survey (if possible). 24"x36" SCALE: 1" = 20'-0" SITE PLAN 11"x17" SCALE: 1" = 40'-0" 20' 10' 0" 2 0, at&t Your world. Delivered.1 PACIFIC TELECOM SERVICES, LLC 8 REGISTERED RCHITECT I HARD B. H LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 Ln 0 cn 00 0) < 00 cn < —0 Q�� LLJ Lj--j LL REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCID REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-2 THE INFORMATION CONTAINED IN THIS SET 01- CUNSIHUUIIUN UUUUMLIAIN IS HNUFNitIAMY tY 1\/AlUrCL. /AI\J I J � r— Uri U 1:--) U LU J U 7 L U 1 r-1 C F-\ 1 FIMIN 1 FIM 1 VVFMI Fl r\LLF11L.3 vIULJ IJ J11\IUI L- I F F\ U F-1 1 DI 1 L L). EXISTING AT&T UTILITY RACK EXISTING AT&T UMTS ANTENNA (TYP. OF 3, 1 PER SECTOR) MOUNTED ON EXISTING 12'-0" WIDE T—ARM TO REMAIN EXISTING CLEARWIRE 7'— EXISTING AT&T GSM ANTI PER SECTOR) MOUNTED WIDE T—ARM TO REMAIN EXISTING CLEARWIRE CAE EXISTING AT&T 12'-0" V EXISTING GRAVEL SURFACE x EXISTING (3) CABINETS MOUNTED ON EXISTING PAD OF OTHER CARRIER EXISTING 8'-0" X 12'-0" CONCRETE PAD X EXISTING / TREE/VEGETATION LINE X / EXISTING AT&T FIBER JUNTION BOX ISTING AT&T TE43 ARGUS CABINET ISTING AT&T EQUIPMENT PAD OF 16'-0" X 7'-0" [STING AT&T GPS ANTENNA TO REMAIN ]STING AT&T ICE —BRIDGE (STING AT&T GSM CABINET STING AT&T BBU CABINET STING AT&T UMTS CABINET STING AT&T BBU CABINET STING 120'-0" HIGH AMERICAN TOWER .EL MONOPOLE STING ICE —BRIDGE OF DER CARRIER ISTING CHAINLINK FENCE '3—STRAND BARBED WIRE STING 12'-0" X 25'-0" EQUIPMENT SHELTER OF OTHER CARRIER EXISTING CONCRETE STOOP EXISTING 4'-0" X 9'-0" GEN. PAD OF OTHER CARRIER North to be determined by site survey (if possible). 24"x36" SCALE: 3/8" = 1'—O$' 11"x17" SCALE: 3/16" = 1'-0" 2' 11 0" 2' EXISTING ENLARGED COMPOUND PLAN Tn-TI— nn/'I IAAr-AITC` n\/ AI ATI Inr AAIV C`!- /�f7 f11 C`("�I /l C` D<- /ITLICD TLJAAI TLJ AT I I (`LJ DCI ATCC` T/l (`ADD at&t Your world. Delivered. r iw e Z A r i Z, iv a PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICHAR'D B. L STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v � O ^ O 00 V N � 00 J O ry (./] w N � W REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED COMPOUND PLAN SHEET NUMBER A-3 -it iNr Vr-ummi IVIV I,uiN it-\ VCV IV IIIJ JLI VI wIVJ I I\vV IIVIV vvvvivlt l- I-) I\VI I\ILIA IN L I —I-11— II.vl IIII ���.� iv v. u.i .i `i. .��i.viv�..� NOTE: DC/FIBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). NOTE: PROPOSED AT&T LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS EXISTING AT&T UTILITY EXISTING AT&T UMTS A PER SECTOR) MOUNTEI WIDE T-ARM TO REMAI EXISTING CLEARWIRE 7' EXISTING AT&T GSM AN PER SECTOR) MOUNTEE WIDE T-ARM TO REMAII 3 PROPOSED AT&T 700M AT PROPOSED QUAD C F- (1) PER LTE ANTENNA 2 PROPOSED AT&T AWS PROPOSED QUAD COLL F- (1) PER LTE ANTENNA EXISTING CLEARWIRE C, 4 PROPOSED AT&T LTE F ON EXISTING 12'-0" VI F ANTENNA MOUNT (TYP. 3 PROPOSED AT&T QUAD A-6 1 PROPOSED AT&T (1) F F_ EXISTING STEEL MONOF EXISTING AT&T 12'-0" \11 EXISTING GRAVEL SURFACE PROPOSED AT&T ANTEI (TYP. OF 3, (1) PER ' X X X �x_x x x � x -_X_X X X X �x� X � v � G (3) CABINETS MOUNTED ON \IG PAD OF OTHER CARRIER JG 8'-0" X 12'-0" CONCRETE PAD JG VEGETATION LINE JG AT&T FIBER JUNTION BOX ,SED AT&T FLX16WS PURCELL 4 7 MOUNTED A TOP OF FLX12WS LL CABINET ON A 14" HIGH RISER -6 STING CONCRETE PAD JG AT&T TE43 ARGUS CABINET JG AT&T EQUIPMENT PAD OF 16'-0" X 7'-0" JG AT&T GPS ANTENNA TO REMAIN JG AT&T ICE -BRIDGE IG AT&T GSM CABINET SED AT&T (2) DC RUNS AND (1) RUN ROUTED WITH EXISTING CABLE (FIELD VERIFY) JG TREE IG AT&T BBU CABINET IG AT&T UMTS CABINET IG AT&T BBU CABINET SED AT&T GPS ANTENNA 7 F- G 120'-0" HIGH AMERICAN TOWER MONOPOLE G ICE -BRIDGE OF CARRIER JG CHAINLINK FENCE STRAND BARBED WIRE LA13IIIVG 12'-0" X 25'-0" EQUIPMENT SHELTER OF OTHER CARRIER STING CONCRETE STOOP STING 4'-0" X 9'-0" GEN. PAD OTHER CARRIER North to be determined by site survey (if possible). 24"x36" SCALE: 3/8" = 1'-0" 1 1 "x 17" SCALE: 3/ 16" = 1 '-0" 2' 1' 0" 2' PROPOSED ENLARGED COMPOUND PLAN jj at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT i R CHA D B. _ L STATE OF WA FIINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J O ^ � O �► 1 00 ~ Q N � � � � Q o W O � N � W REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED COMPOUND PLAN SHEET NUMBER A-4 I HL INFUKMAI IUIV (_.UIV IHIIVtU IIV I r11J JL I Ur l.U1VJ I muu i IUIv UVLVIvI I J IJ rmUr r-UL IMM I D 1 IVNI Ur\L. /-\IV 1 UJL UI\ v1Jl..LUJU1\L V 11.LJ 10 J 1 F'W. 1 LI r"r-\Ur1161 I GU. NOTE: DC/FIBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). NOTE: PROPOSED AT&T LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS I EXISTING OTHER CARRIER ANTENNA ARRAY EXISTING OTHER CARRIER ANTENNA ARRAY PROPOSED AT&T 700MHz RRH 3 UNITS MOUNTED AT PROPOSED 3 PROPOSED AT&T QUAD QUAD COLLAR MOUNT (3) F- A-6 COLLAR MOUNT C, I TOTAL, (1) PER LTE ANTENNA r. PROPOSED AT&T AWS RRH UNITS 2 II I MOUNTED AT PROPOSED QUAD PROPOSED AT&T LTE PANEL ANTENNA F- COLLAR MOUNT (3) TOTAL, (1) MOUNTED ON EXISTING 12'-0" WIDE 4 I PER LTE ANTENNA T-ARM AT PROPOSED ANTENNA MOUNT F- (TYP. OF 3, (1) PER SECTOR) 1 PROPOSED AT&T (1) RAYCAP SQUID EXISTING AT&T UMTS ANTENNA (TYP. OF 3, 1 EXISTING AT&T UMTS ANTENNA (TYP. OF 3, F- MOUNTED TO EXISTING STEEL PER SECTOR) MOUNTED ON EXISTING 12'-0" II 1 PER SECTOR) MOUNTED ON EXISTING MONOPOLE AT ANTENNA LEVEL "rlam WIDE T-ARM TO REMAIN 12'-0" II I WIDE T-ARM TO REMAIN nEXISTING AT&T GSM ANTENNA (TYP. OF 6, 2 EXISTING AT&T GSM ANTENNA (TYP. OF 6, I " PER SECTOR) MOUNTED ON EXISTING 12'-0" L! 2 PER SECTOR) MOUNTED ON EXISTING WIDE T-ARM TO REMAIN 12'-0" WIDE T-ARM TO REMAIN .I I I - - w o EXISTING AT&T 12'-0" WIDE T-ARMS o I o � � I EXISTING AT&T 12'-0" WIDE T-ARMS w w EXISTING CLEARWIRE ANTENNAS o EXISTING CLEARWIRE ANTENNAS N 04 I z z EXISTING 120'-0" HIGH AMERICAN TOWEREXISTI _ HIGH AMERICAN TOWER NMO w Q STEEL MONOPOLE w STEEL MONOPOLE z o z o is w w z w Q O Q ( O Z w Q I' Q o EXISTING CLIMBING PEG, TYP.Li EXISTING CLIMBING PEG, TYP. o Q CL o I CD o x z ocn 00 O z x w � cn w x w Of LL O w t- z I w U W z I wry EXISTING AT&T GPS ANTENNA TO REMAIN EXISTING AT&T GPS ANTENNA TO REMAIN U 7 I PROPOSED AT&T GPS ANTENNA F- EXISTING AT&T GSM CABINET EXISTING AT&T ICE -BRIDGE EXISTING AT&T ICE -BRIDGE 1 EXISTING AT&T BBU CABINET I EXISTING AT&T BBU CABINET EXISTING AT&T BBU CABINET j EXISTING AT&T BBU CABINET EXISTING CHAINLINK FENCE i EXISTING CHAINLINK FENCE W/3-STRAND BARBED WIRE 10111 W/3-STRAND BARBED WIRE . . . .. . . . ... .. .. . .. .. .. I I GRADE GRADE 0'- 0 A.G.L. 0 -0 A.G.L. EXISTING AT&T GSM CABINET EXISTING AT&T GSM CABINET PROPOSED AT&T FLX16WS PURCELL 4 CABINET MOUNTED A TOP OF FLX12WS PURCELL CABINET ON A 14" HIGH -6 RISER AT EXISTING CONCRETE PAD 24"x36 SCALE: 1/8" = V-O" PROPOSED WEST ELEVATION 24"x36" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' EXISTING WEST ELEVATION at&t Your world. Delivered. k 04 .r & A `r 0 A PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT CHA D B ALL STATE OF SHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v � F� O O 00 N N 00 0 � J � � Q O Lij N LLJ Li hey I� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED WEST ELEVATION SHEET NUMBER A- I r1L mwumiVI/AIIVIV I.VIVIfi11VLU IIV im13 JCI VF IiVIVJIRVVIIVIV VVIVIVILIVI 1 13 rf\Vrf\ILI/-\F\I L)I IV/11V1\L. to I VJL VI\ VIJVLVJVI\L VIIILI\ my nl rrlllVil I\LL\ILJ V Vnl\I\ILI\ JLI\VIILJ IJ JIRII.ILI-r-\Url1611CU. EQUIPMENT MOUNTING • 12RU 19" RAILS, FRONT TO BACK ADJUSTABLE CONSTRUCTION MATERIALS • MATERIAL: ALUMINUM (LIGHTWEIGHT, CORROSION —RESISTANT • PAINT: GR-487 TESTED & CERTIFIED POWER COAT DOOR/SIDE PANEL CONSTRUCTION • DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER • LATCHES: TWO —POINT LATCHED, PAD LOCKABLE ENVIRONMENTAL OPTIONS • THERMOELECTRIC COOLER: 40OW ® 0°dT, +24VDC, —48VDC OR 120VAC • AIR CONDITIONER: UP TO 2,000 BTU/HR AIR CONDITIONER WITH HEATER • HEAT EXCHANGER: UP TO 39W/°C HEAT EXCHANGER, +24VDC OR —48VDC BATTERY PEDESTAL • ACCOMMODATES UP TO 60AHR BATTERIES CABLE ENTRY • (3) 1 /2"; (3) 1"; (1) 2" 31 /2" OR 2" KNOCKOUTS AC POWER OPTIONS • 30A—MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE • 6—POSITION 19" RACK —MOUNTED (1 RU) OR 12—POSITION (2U) AC LOAD CENTERS AVAILABLE IN VARIOUS CONFIGURATIONS— CAN BE EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY 1—POSITION OR 2—POSITIONS AND 6—POSITION DIN —MOUNTED AC BREAKER PANEL (120V OR 240V CONFIGURATIONS). OPTIONAL DIN —MOUNTED TVSS • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET MOUNTING OPTIONS • 4" PLINTH • 14" PLINTH • POLE MOUNT KIT • WALL MOUNT KIT • VERTICAL CABINET —ON —CABINET STACKING ANTENNA MOUNTING BRACKET STANDOFF ARM C 0 N NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. SWING HANDLE FRONT DOOR A NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. O N 25" CABINET E SWING HANDL FRONT DOOR 24" CABINET R :4 c� w 0 o z 0 m Ln U 0 Ln N 3: N J LL SWING II HANDLE II u SWING HANDLE 25" FLX16WS CABINET 01 24" FLX12WS CABINET FLX12WS FRONT ELEVATION WASHER, LOCK WASHER, FLAT CABINET INSULATING WASHER MOUNTING PIPE °°. ° v° a° � \CONCRETE a . o SLAB TEEL MONOPOLE —BRACKET � n d a4. d d 44 d d 44 boD a. 4 1 /2" MIN n 1 /2" 0 HILTI KWIK BOLT TZ WITH 2 1 /2" (MIN.) EMBEDMENT DEPTH PER ICC—ESR #1917 RONT DOOR lm,N tr:l 0 • : D COLLAR MOUNT 3 CABINET ANCHOR DETAIL 24"x36" SCALE: 6" = 1'-0" 1 1 "x 17" SCALE: 3" = 1 '-0" Tl\ lA flfll-f'1 lrf'1\/I l\r(" I!" l�TfllTl \ 2 24"x36" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE ONT DOOR IING HANDLE STRAPPING PER MFG. c� L w Q FRONT DOOR 0 z m Ln U 0 cn SWING HANDLE N N b- F— z J a_ .I NTH FLX12WS SIDE ELEVATION B PURCELL CABINET DETAIL (FLX12WS AND FLX16WS� 24"x36" SCALE: 1 "=1 '-0" 4 1 1 "x 17" SCALE: 1 /2"=1 '-0" NOT USED 24"x36" SCALE: NOT TO SCALE 1 1 1 "x17" SCALE: NOT TO SCALE at&t Your world. Delivered. 1111- " " e > ' d > " PACIFIC TELECOM SERVICES, LLC 028-AREGISTERED CHITECT ICHA B. LL STATE OF WASI(INGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J O ' ^ O i-► 1 00 � = rn V N � � Q o � CJ] LIJ N 0 L1J LL REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-6 FHE INFORMATION CONTAINED IN THIS SET OF C0NSIKUU11UN L)Uc_;UMENIS IS HNUFNILIAKY bT IVAIUrt L. HINT UJL Um UIJ�,LUJURC UlnEF\ iIiIV f11 YYI IIVII I\LL/ ILJ IV I\I\ILI\ JLI\VIV IJ J11\IV I VIIILI LL PROPOSED ANTENNA 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 70' 80'-0" 1 KATHREIN 739-664 12° 2° YES NONE 2 7/8" 100'-0" YES G8 U8 UMTS 850 80'-0" 12° 2° YES NONE 7/8" 100'-0" GSM 1900 70' 80'-0" 1 KATHREIN 742-264 4' 2' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 70' 80'-0" 1 POWERWAVE 7780 4' 2' YES NONE 1 7/8" 100'-0" YES U9 LTE 700 70' 80'-0" 1 KMW 1' 0' YES - 1 FIBER 100'-0" - SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX C0 COAX LENGTH DIPLEXED GSM 850 175' 80'-0" 1 KATHREIN 739-664 12° 4' YES NONE 2 7/8" 100'-0" YES G8 US UMTS 850 80,-0,, 12° 4' YES NONE 7/8" 100'-0" GSM 1900 175° 80'-0" 1 KATHREIN 742-264 5° 4' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 175° 80'-0" 1 POWERWAVE 7780 5' 4' YES NONE 1 7/8" 100'-0" YES U9 LTE 700 175° 80'-0" 1 KMW 8' 2' YES - 1 FIBER 100'-0" - SECTOR C AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 280' 80'-0" 1 KATHREIN 739-684 12° 0° YES NONE 2 7/8" 100'-0" YES G8 U8 UMTS 850 80'-0" 12° 0' YES NONE 7/8" 100'-0" GSM 1900 280' 80'-0" 1 KATHREIN 742-264 6' 0' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 280' 80'-0" 1 POWERWAVE 7780 6' 0' YES NONE 1 7/8" 100'-0" YES U9 LTE 700 280' 80'-0" 1 KMW 8° 0' YES - 1 FIBER 100'-0" - NOTES: 1 3/8" RET LINE T UU NU I UJt I.UAA LLNU I NZZ) C UK l.0 I LLNU I NZ-): tJ 1 IMHI tJ UNLT * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. EXISTING AT&T UMTS ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN EXISTING AT&T GSM ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN PROPOSED AT&T 70OMHz RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT PROPOSED AT&T AWS RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT PROPOSED AT&T LTE PANEL ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM AT PROPOSED ANTENNA MOUNT EXISTING AT&T UMTS ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN PROPOSED AT&T (1) RAYCAP SQUID MOUNTED TO EXISTING STEEL MONOPOLE AT ANTENNA LEVEL EXISTING AT&T GSM ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN PROPOSED AT&T ANTENNA MOUNT (TYP. OF 3, (1) PER SECTOR) — 8 R 0. »C» 280* AZIMUTH ECTOR 280• ASMUTHLTE *1 O sEs� P N 1� PROPOSED AT&T LTE PANEL ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM AT PROPOSED ANTENNA MOUNT EXISTING AT&T GSM ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN G�OR 'v�N 5 o PZ�M PROPOSED AT&T 70OMHz RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT PROPOSED AT&T AWS RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT EXISTING AT&T GSM ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN EXISTING 120'-0" HIGH AMERICAN TOWER STEEL MONOPOLE (STING AT&T 12'-0" WIDE T-ARMS EXISTING AT&T UMTS ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN PROPOSED AT&T 70OMHz RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT PROPOSED AT&T AWS RRH UNIT MOUNTED AT PROPOSED QUAD COLLAR MOUNT PROPOSED AT&T LTE PANEL ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM AT PROPOSED ANTENNA MOUNT EXISTING ANTENNA 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 70° 80'-0" 1 KATHREIN 739-664 12' 2' YES NONE 2 7/8" 100'-0" YES G8 U8 UMTS 850 80'-0" 12' 2' YES NONE 7/8" 100'-0" GSM 1900 70' 80'-0" 1 KATHREIN 742-264 4' 2' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 70' 80'-0" 1 POWERWAVE 7780 4° 2' YES NONE 1 7/8" 100'-0" YES U9 SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 175' 80'-0,$ 1 KATHREIN 739-664 12' 4' YES NONE 2 7/8" 100'-0" YES G8 U8 UMTS 850 80'-0" 12' 4' YES NONE 7/8" 100'-0" GSM 1900 175° 80'-0" 1 KATHREIN 742-264 5' 4' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 175' 80$-0" 1 POWERWAVE 7780 5° 4' YES NONE 1 7/8" 100'-0" YES U9 SECTOR C AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 280' 80'-0" 1 KATHREIN 739-684 12' 0° YES NONE 2 7/8" 100'-0" YES G8 U8 UMTS 850 80'-0$' 12` 0' YES NONE 7/8" 100'-0" GSM 1900 280° 80'-0" 1 KATHREIN 742-264 6' 0' YES NORTEL 1 7/8" 100'-0" YES G9 UMTS 1900 280° 80'-0" 1 POWERWAVE 7780 6° 0° YES NONE 1 7/8" 100'-0" YES U9 1 3/8" RET LINE EXISTING AT&T UMTS ANTENNA MOUNTED ON EXISTING 12'-0" WIDE T-ARM TO REMAIN EXISTING AT&T GSM ANT MOUNTED ON EXISTING WIDE T-ARM TO REMAIN EXISTING AT&T UMTS AN' MOUNTED ON EXISTING 1 WIDE T-ARM TO REMAIN EXISTING AT&T GSM ANTE MOUNTED ON EXISTING 1 WIDE T-ARM TO REMAIN p0 N � ISTING AT&T GSM ANTENNA )UNTED ON EXISTING 12'-0" DE T-ARM TO REMAIN ISTING 120'-0" HIGH AMERICAN WEIR STEEL MONOPOLE ISTING AT&T 12'-0" WIDE T-ARMS ISTING AT&T UMTS ANTENNA (UNTED ON EXISTING 12'-0" )E T-ARM TO REMAIN 24N36" SCALE: 1 /211 = 1;-0PROPOSED ANTENNA CONFIGURATION 2 24„x36„ SCALE: 1 /2„ = 1;-0;; EXISTING ANTENNA CONFI�L (RATION 1 11 x 17 SCALE: 1 /4 = 1 -0 2 1 0 2 1 1 x 17 SCALE: 1 /4 = 1 -0 2 1 0' 2 In-rinnl nnnl Inernl�- nv nTl Inr nnni I Ic-r nn nIc'n1 nnl Inr /"\"TI Irn TI In1.1 TI InT IAII nnl I nrI nTrn Tr\ r�nnnlrn c-rn,nnrn1 at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8 28 REGISTERED ARCHITECT CHAR _I�iK L STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 1� O ^ O u 1 00 N N < C) 3: J O ch-, (/] Lai N C) Ld I REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER R,F-1 rIL I I N r U R (vim I I U I\1 Ii UIV IYIIIV LV 1I\I II IIJ JLI V VU VJII\V1 11\JIV VVVVIVI- I IJ I I\\./I 1\IL lfl\I LJ IV/ -II VI\L. /-1 1 VJL VI\ VIJV LV I\L VII ILI\ 111- III/\I 111.1-11 1\LLS\I L_J I- -11\I LI\ JLI\VI�LJ IJ JII\IVILI I \VIII VII LV. AT&T GPS ANTENNA - 1 7/8" O.D. PIPE 0 N 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. NOT USED GPS MOUNTING DETAIL NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 8 "x17' 24"x36" SCALE: NOT TO SCALE "x17" 7 24"x36" SCALE: NOT TO SCALE "x17" 6 24"x36" SCALE: NOT TO SCALE 5 11 SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 N17" SCALE: NOT TO SCALE MONOPOLE NOTE: NOTE: MOUNT RRH UNITS PER MOUNT RRH UNITS PER 1 7/8"0 PIPE INCLUDED IN MANUFACTURES SPECIFICATIONS MANUFACTURES SPECIFICATIONS MOUNTING KIT (#B1841) I RAYCAP "SQUID" DC MECHANICAL .._....._...... SURGE PROTECTOR DOWNTILT BRACKET STANDOFF SS BANDING 11.8 5.9 .7 FRONT SOLAR '° it �itl a MANUFACTURER: KMW COMMUNICATIONS o O O o 00 SHIELD Q o TOP ° MODEL: AM-X-CD-17-65-OOT-RET (96") a—i. Q� WEIGHT: 59.5 LBS 0 10.6" DIMENSIONS: 11.8" X 5.9" X 96.0" \� FREQUENCY: REFER TO RF DATA SHEET oQQ00 ®00 12.2" 11.8 11.8 0 RRH MOUNTING (. s r,� k, °' ® ---- .............. BRACKETS o ° I l,J .... .. ............ TOP BOTTOM co ................. ----................ — I N RF CONNECTOR, TYP �- -- - o MANUFACTURER: ALCATEL-LUCENT REMOTE ELECTRICAL - _.. - N MODEL: 9442 RRH 70OMHz-15.5 (Lower Band) j' ( ISO VIEW DOWNTILT ACTUATOR, TYP - -- - --........ - . ; HEIGHT: 21 - . WIDTH: 12. -- - ..........., DEPTH: 10.8" � I __..................., - WEIGHT: 51 LBS �1 hI MONOPOLE � -_: f MANUFACTURER: ALCATEL-LUCENT c ........ :_........ ._ MODEL: 9442 RRH AWS - Ed HEIGHT: 24.4" STANDOFF SS BANDING FRONT WIDTH: 10.6" DEPTH: 6.7" - WEIGHT: 43 LBS 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT (#B1841) ' RAYCAP "SQUID" DC / >,. SURGE PROTECTOR FRONT SIDE PLAN KMW ANTENNA SPECIFICATIONS RRH 70OMHZ DETAIL RRH AWS DETAIL REYCAP SQUID DETAIL1 24"x36" SCALE: 3/4"=1 '-0" 4 '-0 24"x36" SCALE: 1 1 /2"=1 '-0" 3 24"x36" SCALE: 1 1 /2"=1 '-0'; 2 24"x36" SCALE: 1 "=1 '-O" 1 1 x 7 SCALE: 3 8 =1 - - "_ - 1 1 "x 17" SCALE: 1 /2"=1 '-0" at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC $S� REGISTERED RCHITECT I CHAR B. L STATE OF W- "' NGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J O O Ln u I 00 f- N N 0 3: J Q O � N 0 w LL REVISIONS NO. I DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER R,F-2 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. SYMBOL DESCRIPTION North to be determined by site survey (if possible). SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD 24"x36" SCALE: 3/4" = 1'-0" SCHEMATIC GROUNDING PLAN "x ' ' 11 17" SCALE: 3/8" = 1'-0" 1 6" 0" 1 FIELD VERIFY &TIE INTO EXISTING GROUNDING SYSTEM TI Ir Innlnlrn Inl TLlic C`rT (lr nnnlC`TDI InTlnr.l nnnl I6.A rnITc` Ic` nnn nnlrTA n\i n\/ nl ATl InC WHIN I IC`r /\n nIC`nl /lc`I Inr (1TI Irn TUAnI Tu nT \All II/ -`I 1 nrl ATrC -F Annl GROUNDING KEYED NOTES: O1 CAD WELD (TYP). SEE DETAIL 2/E-2. OEXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. OEXISTING TOWER GROUND BUS BAR AT BASE OF MONOPOLE. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. O 6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 5/E-2. O EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOL GROUND BUS BAR (TYP OF 2 PLACES). SEE DETAIL 7/E-2. 6 O 6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR TYP 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. 0 t 6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR YP OF 3) SEE DETAIL 5/E-2. 0 #6 AWG PURCELL CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. 10 #6 AWG GPS ANTENNA TO TIE INTO EXISTING SYSTEM GROUND RING. E GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 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. I 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. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT HAkD B. LL STATE OF 4ASMI GTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J O O Ln � u 1 00 ~ Q N � � � o � � Ln v J O LLJ N � IJ J W REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 i It_ it vi vlvivli viiviv vviv i. �i�v�.v iiv �i ii.i .�`� vi ... ...�....i�..�..��...� ... ... .. ivl t_IV I..� i..+ I �vvi ivi�ii .ivi vi �v..i viva. ivivi v...i� viv vi.�vl_v.�v�.` vii i`i. i�i. ..v .. i..i •.i i�vii iv�u vl �.� iv v. .�v�vi Div .��IvvIVLJ IJ J11\IVILI I I\VIII UIILV. NOT USED15 NOT USED NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 11 "x17" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 %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% 24"x 1/4" thk COPPER GROUND 0 BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 UNDER CONDITIONS WHEN GROUNDING IS ELECTRICALLY BONDED DIRECTLY TO METAL TOWER/MONOPOLE STRUCTURE, O 0 BASE OF TOWER BUS BARS 24„ SHALL BE REMOVED W/ (2) #6 AWS GROUND LEADS BEING CAD FIELD VERIFY WELDED DIRECTLY TO THE TOWER AND CONTINUING TO BURIED GROUND RING WITHIN UNDERGROUND TRENCH #2 SOLID BARE TINNED COPPER NOT USED NOT USED WIRE CADWELD (TYPE-GL) GROUND BAR 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE 10 24"x36" SCALE: NOT TO SCALE 9 1 1 "x17" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER EXISTING ISOLATORS SHALL BE REMOVED O O O 0�Q OQ no WHEN GROUND BAR - IS ELECTRICALLY O no TO METAL O O goO SOT UCT RONOPOLE O *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 8 24"x36" SCALE: 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 1 1 %17" SCALE: NOT TO SCALE " TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT O TYPE GT TYPE GY TYPE GR TYPE GL CADWELD GROUNDING CONNECTIONS NOT USED NOT USED NOT USED 4 SCALE: NOT TO SCALE 3 2 SCALE: 1 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 24"x36" 24"x36" NOT TO SCALE 1 1 "x 17 ' SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 1 1 x 17" SCALE: NOT TO SCALE 1 1 x 17" SCALE: NOT TO SCALE �r PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 r� O O ^ u 1 � 00 N N J U] O �- ll� IJ N 0 IJ LL- REVISIONS NO. DATE DESCRIPTION INITIAL A 10/15/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/26/12 REVISED FOR FINAL CONSTRUCTION WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 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.