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12-101543 (2)PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REPLACING AN EXISTING ANTENNA MOUNT AND RELOCATING (2) EXISTING ANTENNAS ONTO A NEW ANTENNA MOUNT EXTENSION WITH THE ADDITION OF (2) LTE PANEL ANTENNAS (1) PER SECTOR, (2) TMA'S, (4)RRH UNITS, (4) DIPLEXERS MOUNTED TO THE REAR SIDE OF EXISTING FIBER JUNCTION H—FRAME; ALONG WITH (1) GPS ANTENNA MOUNTED NEAR AN EXISTING GPS ANTENNA; PLUS SWAPPING OF (1) ARGUS TE43 EQUIPMENT CABINET WITH (2) NEW STACKED PURCELL CABINETS LOCATED WITHIN AT&T COMPOUND SITE. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: RS9.6 RESIDENTIAL SINGLE FAMILY BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: U, S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION' (BASED ON NAD 83 LATITUDE: 47° 19' 18.2" N LONGITUDE: —122° 23' 32.12" E TOP OF STRUCTURE AGL: 52'-0" BASE OF STRUCTURE AMSL: 168.0' SUBJECT PARCEL OF AT&T FACILITY: 2116500090 PROPERTY OWNER: SCOTT & JEANNINE GREENER 4451 SW 313TH ST FEDERAL WAY, WA 98023 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM TOWER OWNER: PUGET SOUND ENERGY CONTACT: MARTY O'CONNOR PH: (425) 462-3109 TEAM LEAD: WESTOWER COMMUNICATIONS 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: BECKY TODD PH: (206) 310-1793 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 RF ENGINEER: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT ARCHITECT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 SEATTLE, WA 98104 CONTACT: KATIE KENNEY CONTACT: CHRIS WICKLANDER PH: (206) 909-9454 PH: (425) 478-7988 EMAIL: CWICKLANDER@PTSWA.COM PROJECT CONSULTANT WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819-4727 Your world. Delivered. SS65 47TH AVE SW AND DASH POINT FEDERAL WAY, W,4 98023 VICINITY MAP W 3'01H St 0 509 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 7.6 MI AT EXIT 147, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR S. 272ND ST. 0.3 MI TURN RIGHT ONTO S 272ND ST 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-509 / PACIFIC HWY S 1.1 MI TURN RIGHT ONTO WA-509 / S DASH POINT RD 3.0 MI TURN RIGHT TO STAY ON WA-509 / SW DASH POINT RD 2.2 MI ARRIVE AT 47TH AVE SW & SW DASH POINT RD, FEDERAL WAY, WA 98023 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 �r.11 ., Al ., c r no Hier i nci iDC:- nTur:-R TI44N TPAT WI-IIrN RFI ATF,� Tn CARRIER SERVICES IS STRICTLY PROHIBITED. THE INFORMATION CONTAINED IN THIS SLI UI- UUNJIKUUIIUN IJUUUMLNIJ IJ rrr-\Urr-\1E-1tA 1 .1— 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 CONSTRLICTION DRAWINGS DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED SITE PLAN A-3 PROPOSED ENLARGED SITE PLAN A-4 EXISTING SOUTH ELEVATION A-5 PROPOSED SOUTH ELEVATION A-6 CONSTRUCTION DETAILS A-7 ANTENNA MOUNT EXTENSION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS 04-04-12 LEGAL DESCRIPTION SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD NEAR 47TH AND DASH POINT ROAD FEDERAL WAY, WA 98023. ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION REQ REQUIRED BLK BLOCKING AIR CONDITIONING RM ROOM SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SIMILAR CLR CLEAR IN INFO INCH INFORMATION SPEC SF SPECIFICATION SQUARE FOOT �CONST CONC CONCRETE CONSTRUCTION INSUL INSULATION SS AD STAINLESS STEEL 1 CONT CONTINUOUS INT INTERIOR STL STEEL !' IBC INTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD City of DIA DIAMETER SUSP SUSPENDED Dept. of CGmmU' "°` DIAG DN DIAGONAL DOWN LBS MAX POUNDS MAXIMUM THRU THROUGH Permi� DET DETAIL MECH MECHANICAL TNNG TINNED By- DWG DRAWING MTL MFR METAL MANUFACTURE TYP TYPICAL 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/0 WITHOUT FIN FINISH NTS NOT TO SCALE WP WATER PROOF FLUOR FLOURESCENT FLR FLOOR OC ON CENTER RECEIVED FT FOOT OD OUTSIDE DIAMETER APR 016 201Z GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR CITY OF FEDERAL. WAY GRND GROUND CDS GYP BD GYPSUM WALL BOARD at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC $8 REGISTERED CHITE T CHA D B. HA STATE OF SHI N EXPIRATION DATE OF THE LICENSE: 08/20113 z r� O � o 00 �„J J Ln o Q J Q w w > 0 Q w L� REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS, INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. NOT USED 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TD PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 1 1. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14.NOT USED 15. A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20.THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-227-2600. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER 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 TEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. SYMBOLS: i GRID REFERENCE DETAIL REFERENCE �- ,;'I ELEVATION REFERENCE SECTION REFERENCE ,_ ............ .- ............... _ .__.... CENTERLINE - - PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT E::: ---- - ELECTRICAL CONDUIT �........................._.___ COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER L' 1-L.�.-.�-,_,_.r.�.....,..:...,......,._.`... (E) BRICK Illlllf%11111I11110/a (E) MASONRY J CONCRETE _:.- r-_n---T=T.. EARTH 11 GRAVEL fZTl1 "1I1 PLYWOOD T__ f SAND J WOOD CONTINUOUS - WOOD BLOCKING STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD -T- GROUND BUS BAR • MECHANICAL GRND. CONN. ® CADWELD GROUND ACCESS WELL ^= ELECTRIC BOX TELEPHONE BOX Y�Y LIGHT POLE FND. MONUMENT 'r SPOT ELEVATION Z, SET POINT REVISION at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC EGISTERED RCHITECT /�ARICHA , DB. H L STATE OF WASHIN ON EXPIRATION DATE OF THE LICENSE: 08/20/13 O N � O 00 Z 0-) O � (f Q 3: J (/) � LLI W > 0 Q LLI LL I -- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 THE INFORMATION CONTAINED IN THIS SET OF CONSIKUUIIUN UUUUMLIVI- I NKUHKIEIAKY LsY NAIUKL. ANY UAL UK UIJULUJUKL UIrLt( II-1HIV IrlFi1 VVnll.n MLLHILJ I UHIZf\IC.fC OLfCVIl_LO OIRILILT rMUMID1ILU. `i i EXISTING CHAIN LINK FENCE EXISTING VERTICA CONDUITS (2) TC EXISTING 52'-0" P.S.E. UTILITY PC EXISTING AT&T P, ANTENNAS (1 PE 2 TOTAL) TO BE AND RELOCATED - x— X— X— X— X— x Q/ 0 1. / O o O 0 �e O _.------ -- _ X—X--X_—x- —X—--X X EXISTING GRAVEL SURFACE LAYBY----/ EXISTING TRANSFORMER EXISTING AT&T TELCO PEDESTAL \ OHp\ Oyp\ oHp\ oyp\ Oyp\ OHp EXISTING AT&T PANEL ANTENNAS oyp (1 PER SECTOR, 2 TOTAL) TO BE \ oyp REMOVED AND RELOCATED \\ oHp\ EXISTING AT&T ANTENNA MOUNT TO BE REMOVED oHp\ BHP\ oHp\ oHp\ OHp� y V \ OHp oHp Oyp\ oyp oyp \ \ OhP ' 1 ✓ \ ONP OHp\ \ oyp O/ip 1 Oyo oHp EXISTING AT&T CABINET MOUNTED BEHIND UTILITY RACK EXISTING AT&T RXAIT CABINET EXISTING RRH'S EXISTING AT&T CABINET EXISTING AT&T H—FRAME EXISTING AT&T TE43 CABINET TO BE REMOVED EXISTING AT&T FIBER JUNCTION BOX MOUNTED AT EXISTING H—FRAME EXISTING EDGE OF CMU RETAINING WALL EXISTING PT RR —TIE STEPS EXISTING 5'-0" WIDE COMPOUND ACCESS GATE North to be determined t site survey (if possible). 24"x36" SCALE: 1 /2" = V-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' EXISTING ENLARGED SITE PLAN at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED RCHITECT . 1 HARD B. H STAT DF_WASININ TON L r EXPIRATION DATE OF THE LICENSE: 08/20/13 z ,-•� O N � O 00 _ 0-) n cf) Q u] Q � J (n � W W > 0 Q LIW LL T 1 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED SITE PLAN SHEET NUMBER A-2 I HE INf UKMA I IUN UUN IAIINLU IIV 1111J �:)t.l UI- I UIVJ I KVL I IUIN UUUUIVILIV 1 3 13 I- MurmlL [/AM T 0 T IVh11 URC. iilV 1 UJC UR UI D�-LUJURC U I nCr\ I nrvv I nr11 " ! n I V L11AFW lIJ J I RI I L T r-MUr110l I r-U. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED l 'ARCHITECT ell RICH RD B. HA L STATE OF WASHINCrTON EXPIRATION DATE OF THE LICENSE: 08/20/13 F- O N O N'■� � 00 _ 0-) ii U' Q `,J J Ln o (f Q 3�: J W W Q Q LLJ Li d- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED SITE PLAN SHEET NUMBER A-3 EXISTING AT&T PANEL ANTENNAS TO BE REMOVED AND RELOCATED AT NEW MOUNT EXISTING AT&T ANTENNA MOUNT TO BE REMOVED �I ,If I• EXISTING 52'-0" HIGH P.S.E. UTILITY POLE / STING TRANSFORMER L \' I ✓ — / EXISTING �-�1- ,__ ff \ _ J. � zr , .. \./�) ...� ,� r -- ;:--'— Cam, ,�.• �• Imo• _ I ,' .r `< ."� � ` . i �\ '< _:%' \ \ OHP �i. OHP \ - ;._. /r/ i , - OHP ;v % , r F--- OHP - - OHPI _ ~ .OH-jHPOHHP g OOHP 0D-HPOHP i" < - \� I� elf OHP \.I;' OHP------- -�,IOH �- C - 0141�--_ Q OHP 614P \�O+iP-=1 OHP - \• ... - \ t\ \ \ , J I�' z Ld J z 0 CL Lj �.. \'•, '\ \\` \' % \.— is/� r. � \ �� .... f— - \/ \\\`'Ai I.\� Ln LSO Q OHP r.Hp ° OHP \\ = OHS,, : < 0- H - OHP- OHP--=\� \OHP i to LLI LL- OHP >/i �j` HP-- O W OH w Ol �! 1 Q . I \ r\<\'�� /I, -�'•/ �{`'j/ �--liLli\I\\ 1\;�1\\\ I�;\` ���- ; - \�,\ � \\/\ , \`'' \\i �; Ii;^, •Illj\\`II\�\ f ` i / lI'I i ��I\ �� i I /\ \ I \...:i , 1 —...... I\ ...._ \ \ EXISTING GRADE 0'-0" AG 9W OHP v, OHP i t �\ lie HP, Lj t i I p ri, , L 1 � — �?/ �rt' • i f �� I� r✓ I / n EXISTING AT&T TELCO PEDESTAL ;;jai"li ti AA/ P--- I✓ OHP- ,I!h��; l 0 OH\I i >, 1 EXISTING AT&T UMTS CABINET EXISTING AT&T FIBER JUNCTION BOX r -\ MOUNTED AT EXISTING H—FRAME \ EXISTING AT&T H—FRAME i � ! ' l.. /---=T—EXISTING AT&T TE43 CABINET TO BE REMOVED t, \t \ -, EXISTING RETAINING WALL EXISTING CHAIN LINK FENCE 24"x36" SCALE: 1 /4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' EXISTING SOUTH ELEVATION � THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828- REGISTERED M RCHITECT A I HA B. HA L STATE OF 1 ON EXPIRATION DATE OF THE LICENSE: 08/20/13 I- O N O � CO r n Q Q VJ � o � O / ^� v I Q JJJ J W W > Q Q LIJ LL- I— d- REVISIONS NO. I DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING SOUTH ELEVATION SHEET NUMBER A-4 NOTE: PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT CABINETS TO BE PAINTED TO MATCH EXISTING I t� ;I: I 7 z........; O_ _' ( 11 N r W J Q Lj r /I � Q OHP- \ � w`^ O �. Z I- - -- . ,- HPi OHP OHP OHP-- OHP 0 1\ s -4- �I Z F LLJ OHP 6aP C.I ' t=��i�Ht�� Q OHP OHP \ Z '' Ld I \---� _ Z Z - \ z I \ J - z J Q � LO o m - LLJ 0 ` a 0 o F— �'\� \, \,>I\\1� �' 'r' n. � Q Ir,I i O CD OHP OHP OHP I`.bH(' `\ I II cf) X w I 0/�BHP 0 P - -- H OHP„-�` ` I U OHP �- \ \ \ \ EXISTING GRADE 0'-0" AG OHP PROPOSED AT&T LTE 5 PANEL ANTENNAS F_ PROPOSED AT&T TMA'S MOUNTED 4 BELOW ANTENNA (TYP. OF (1) PER SECTOR) F PANEL ANTENNA MOUNTED TO PROPOSED AT&T ANTENNA MOUNT EXTENSION PROPOSED AT&T ANTENNA 4 MOUNT EXTENSION PER _7 STRUCTURAL BY OTHERS � 1�3 �Y ljok Iv EXISTING 52'-0" HIGH P.S.E. UTILITY POLE%2 r , _ r-- •.._� �-' ;__.��� : >��/il:.... i J 1 !.�. (!�/j tJr�4 y `, ' v EXISTING TRANSFORMER ` _' J t(,r r EXISTING AT&T TELCO PEDESTAL OHP-Ii`i " HP - P ,,,(p _. OHP If V 1 V. OHP Inu -k '611/ lifil-EVE0110 \ -1_s 1 = EXISTING AT& PROPOSED AT&T DIPLEXERS 1 - MOUNTED TO EXISTING H-FRAME (TYP. OF (4), (2) PER SECTOR) F \ PROPOSED AT&T AWS RRH UNIT 2 J r\ MOUNTED TO EXISTING H-FRAME F- PROPOSED AT&T 70OMHz RRH UNIT MOUNTED TO EXISTING H-FRAME - EXISTING AT&T FIBER JUNCTION BOX MOUNTED AT EXISTING H-FRAME 4/ i - PROPOSED AT&T ICE -BRIDGE 4 ' -6 , - EXISTING AT&T H-FRAME -PROPOSED AT&T (2) STACKED 1 PURCELL CABINETS MOUNTED ATOP OF A 14" HIGH PLINTH ATTACHED TO EXISTING AT&T CONCRETE SLAB EXISTING RETAINING WALL - EXISTING CHAIN LINK FENCE 24"x36" SCALE: 1/4" = 1'-0" ' PROPOSED SOUTH ELEVATION 1117" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4 "x1 l,T; irn Ti inn; Ti 1A 1AN 11,1111 F) nA DIED CCD\/I(`CC IC CT01(`TI V DDnUIDITCf`. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC ,88 8REGISTERED / A CHITECT ICHA STATE OF `B. IJ- LL w WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 I— z r� N � o 00 _ Cn ( n (n Q 0 C) �>> Q J U7 Q [Z' W LiJ > 0 Q LLl LL V REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED SOUTH ELEVATION SHEET NUMBER A-5 THE INFORMATION CONTAINED IN THIS SEI OF UUN�)IKUU11UN UUUUIVILNIJ IJ I KVI KItIHKT nT IVHIURC. MINI UIDL VI\ VIJ LVJVI\L v111L1\ I 1— 111— 11 �".., .. ...... 3 1 /2" OD STEEL POS- DIRECT BUF CONCRETE SACK MIX) 0 CV N 2" FINISHED GRADE OR PAVING. MATCH SLOPE AND THICKNESS OF EXISTING UNDISTURBED SOIL UTILITY WARNING TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL (4) RUNS OF PROPOSED 1-5/8" COAX ENCLOSED WITHIN (2) PROPOSED 6" 0 CONDUIT BACKFILL WITH SAND OR NATIVE SOIL (PER ASTM STANDARDS) U.G. CONDUIT DETAIL 24"x36" SCALE: NOT TO SCALE 5 1 1 "x17" SCALE: NOT TO SCALE 24" WIDE GRIPSTRUT CHANNEL 3LOCKING ICE -BRIDGE DETAIL4 24"x36" SCALE: NOT TO SCALE 1 1 "xl7" SCALE: NOT TO SCALE (1) 6"0 SCHED 40 PVC CONDUIT WITH (4) 7/(-"- EXISTING VER BY OTHERS (2) 6"0 SCHI (TYP 2 PLAC UNISTRUT Q LS 1 /2" Ox4" WOOD POLE 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 O N X SIGNS AND PLACEMENT: 1. LOW LEVEL BLUE NOTICE SIGNS - PLACE AT SITE ENTRY / ACCESS POINTS ONLY. - ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS ON A REGULAR BASIS FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION MANAGER. - WATER TANKS: PLACE SIGNS ON COMPOUND GATE. - NETWORK CARRIER OWNED SITES: PLACE ONE SIGN ON COMPOUND GATE; ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS. 2. CONSTRUCTION COORDINATOR PARTICIPATION IN SIGN LOCATION: NETWORK CARRIER CONSTRUCTION MANAGER SHALL MEET WITH ALL CONSTRUCTION COORDINATOR'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT. EMPHASIS SHALL BE PLACED ON "CHALLENGING" SITES, WHERE THE NETWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS POSSIBLE, HOWEVER, CONSTRUCTION COORDINATOR'S SHALL BE ENCOURAGED TO PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER IN DECIDING PLACEMENT PERTAINING TO CHALLENGING SITES. A SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS. CONSTRUCTION COORDINATOR SHALL IDENTIFY ALL SIGN LOCATIONS AT THE A&E WALK. PLEASE SEE SIGN DETAIL AND SIZE. 3. SIGN DISBURSEMENT FROM WAREHOUSE: SIGN INVENTORY SHALL BE ACCESSIBLE AT NETWORK CARRIER WAREHOUSE TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR BOM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE. Beyond this point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RF environment U.G. CONDUIT DETAIL RF WARNING SIGNAGE 24"x36" SCALE: 1-1/2"=1'-O" 3 24"x36 SCALE: NOT TO SCALE 2 1 1 "x17" SCALE: 3/4 "=1'-0" 1 1 "x17 SCALE: NOT TO SCALE 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 m a U fn N X _1 LL_ 25" CABINET F SWING HANDL FRONT DOOR 24" CABINET c� � w O CO o LIJ z t- m to U O N N z 25" FLX16WS CABINET j�}I, SWING HANDLE�—I--FRONT DOOR LJ I I I I Iil I�{I�II� I I SWING HANDLE 24" FLX12WS CABINET PLINTH FLX12WS FRONT ELEVATION A FRONT DOOR SWING HANDLE • J001Ce', PER MFG. � I C) L w O Q u I I FRONT DOOR � u Ll C° (D z t— m O U SWING HANDLE N 3: z I PLINTH FLX16WS SIDE ELEVATION B PURCELL CABINET DETAIL 24"x36" SCALE: 1 "=1 '-0" 1 1 1 %17" SCALE: 1 2"=1 '-0" at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC EGISTERED -ARCH C �i R CHARD B. H L STATE OF WASHING ON EXPIRATION DATE OF THE LICENSE: 08/20/13 Iz O N � O 00 o Q 0 � J Q 3: 3: J C) Q LLJ LJ > Q L1J LL r- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-6 FHE INFORMAI ION CUN IAINED IN I H15 �)L l OF UUNJ I KUL; I IUIN UUUUIVILIV I J IJ HINUF'KIL IAKY bT IVAI UtCL. ANT UJL UK UIJULUJUtCL U I Y1r_M 1 r1MIN I I"IHI VMKIr1 KLLHI LJ I U UJIAMrCILrC 3LRVIII- L3 13 3 1 KIT, I Lt rmuriini I LL.,. NOTE FOR POLE SIZES 28" TO 42" DIAMETER NOTE: ORDER SEPARATELY MOUNTING DETAIL FOR REFERENCE ONLY. P.S.E. PART # "LP-42" AT A TO PROVIDE STRUCTURAL DESIGN AND ANALYSIS TOP OF PROPOSED LTE ANTENNA e o 0 0 \ w ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. O 3 X—UGLM MINI RING MOUNT WELDMENT 20.82# 62.46# O2 6 G58R-14 5/8" GR-2 THREADED ROD 14" 1.21# 7.26# O3 6 G58R-24 5/8" GR-2 THREADED ROD 24" 2.08# 12.48# O4 12 G58FW 5/8" FLAT WASHER (F436) 0.03# 0.36# O5 12 G58LW 5/8" LOCK WASHER 0.02# 0.24# © 12 G58NUT 5/8" HEX NUT (HDG) 0.12# 1.44# TOTAL WT. 88.45# w o ry 10-1 /2" TO 28" p N 18 17/32" POLE DIAMETER PROPOSED LTE PANEL PROPOSED 3"x3"x1/4" ANGLE (REF) o 0 U—BOLTED TO THE PROPOSED ANTENNA (TYP OF 3) ANTENNA PIPE MASTS FOR o ADDED RIFIDITY (TYP OF 3) ° 0 V 6 V ° e ® © m ®O B g PROPOSED TWIN TMA ON ANTENNA PIPE w w m_ m o m m ( O \ w m o ° 0�—MOUNTED Cn /72 o MOUNT BEHINU NKU1JUStu LTE ANTENNA (TYP OF 3) 3 O 4 011/16" 5 (REF) PROPOSED MECHANICAL TILT 2 (TYP OF 1 KIT PER ANTENNA) — MINI RING MOUNT DETAIL 24"x36" SCALE: 1" = 1'-0" 3 1 1 "x17" SCALE: 1/2" = 1'-0" PROPOSED 3"x3"x1/4" ANGLE U—BOLTED NOTES BOTTOM OF PROPOSED TO THE PROPOSED ANTENNA PIPE MASTS 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET LTE ANTENNA FOR ADDED RIFIDITY (TYP OF 3) NOTE: MOUNT DETAIL IS TYPICAL OF EMS AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED ANTENNA ATTACHMENT. REFER TO PROVIDED. o RADIO PLAN FOR SPECIFIC ANTENNA INFORMATION. 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR I TOP OF EXISTING EXISTING PSE WOOD a,BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. PANEL ANTENNA UTILITY POLE 31 5 3). THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. PROPOSED 14'—all LONG PARTS: 2-7/8" TO 4-1/2- PIPE MAST (TYP OF 3) 6 ,0 3 EXISTING PANEL i' 7 ANTENNA RELOCATED TO PROPOSED ANTENNA A —A PLAN VIEW �' 2 MOUNT (TYP OF 3) I ' c � l BOTTOM OF EXISTING / Item QTY PN Description O1 1 602355-6 Adaptor, Pole, Lower O2 1 601542-2 Bracket, Downtilt, Pole O3 1 601543-1 Bracket, Downtilt, Antenna ® 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt O5 4 572000S15SFP 1/2 Split Washer O6 2 571000HH2O32SFP 5/16 X 1 Hex Head Bolt O7 2 572000S13SFP 5/16 Split Washer PANEL ANTENNA PROPOSED FLUSH MOUNT ADAPTER DUAL ( LEVEL (TYP OF 6) PANEL ANTENNA (TYP) SEE DETAIL 4/A-3.1 AV PROPOSED MINI RING /r, 3 MOUNT ASSEMBLY r — OF 2 (TYP ) ; 1 PIPE MOUNT (TYP) DOWN TILT KIT DETAIL VALMONT MICROFLECT PART #81001 I ► OR APPROVED EQUAL 24 x36 SCALE: 1 = 1 —0 2 PROPOSED 14' .6�^ LONG 1 1 "x17" SCALE: 1/2" 1'-0" ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. (D 4 X-214130 BENT PLATE V—CLAMP 12 5/8 in 10.89 43.54 O2 24 G58LW 5/8" HDG LOCKWASHER 0.03 0.63 O3 24 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 3.12 ® 8 G58R-14 5/8"x14" THREADED ROD (HDG.) 1.22 9.76 TOTAL WT. # 57.05 B-B PLAN VIEW if •`'' ;' I EXISTING PSE WOOD UTILITY POLE DETAIL A PROPOSED 14'-6" LONG + `: 2-7/8" TO 4-1/2" PROPOSED FLUSH PIPE MAST (TYP OF 3) I 1 O MOUNT ADAPTER DUAL (� LEVEL (TYP OF 6) II LWRM UNIVERSAL RING MOUNT _ FOR POLES 12" TO 45" DIA. (ORDER SEPARATELY) rj 1 r OR i II I UGLM MINIRING MOUNT FOR II l POLES 10-1 /2" TO 28" DIA. (ORDER SEPARATELY) SHEET TITLE II 4 ANTENNA MOUNT EXTENSION DETAIL PROPOSED MINI RING 3 X3 MOUNT ASSEMBLY ONLY 3 ( � 2 X3 1 SECTOR SHOWN FOR — II E LEVAT ION CLARITY) (TYP OF 2) � -j 1 DETAIL B B ENLARGED ANTENNA DETAILS SECTION A -A FLUSH MOUNT ADAPTER DETAIL 24"x36" SCALE: 3/4" = 1'-0" 4 24 x36" SCALE: 1" = 1'-0" 1 1 1 "x17" SCALE: 3 8" = 1'-0" 1 1 "x17" SCALE: 1 2" = 1'-0" 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. EXPIRATION DATE OF THE LICENSE: 08/20/13 f— Z_ � O N w O 00 _ 0-) ( n u/ Q v J LO 0 Cf] Q u� J Q w > w Q w w r- d- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET NUMBER A— / PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 110• 50'-0" 1 KATHREIN 742-264 0 0 TBD NONE 1 7/8" 68'-0" YES G8 UMTS 850 0 0 TBD NONE 1 7/8" 68'-0" YES U8- U9-U9-1 UMTS 1900 0 0 TBD NONE 1 7/8" 68'-0" UMTS 1900_1 0 0 TBD NONE 1 7/8" 68'-0" LTE 1 10• 57'-6" 1 KMW _ _00 1 0 TBD TTAW-07BP1 1 1-001 2 7/8" 68'-0" L7 SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 220• 50'-0" 1 KATHREIN 742-264 0 0 TBD NONE 1 7/8" 68'-0" YES G8 UMTS $50 0 0 TBD NONE 1 7/8" 68'-0" YES U8- U9-U9-1 UMTS 1900 0 0 TBD NONE 1 7/8" 68'-0" UMTS 1900_1 0 0 TBD NONE 1 7/8" 68'-0" LTE 220• 57'-6" 1 KMW _6 _OOT 0 1 0 1 TBD TTAW-07BP111-001 1 2 7/8" 1 68'-0" L7 NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSE VERTICAL EXISTING CONDUIT EXISTING P.S.E. Ul PROPOSE MOUNT E STRUCTU PROPOSE MOUNTEE (TYP. OF EXISTING AT&T PA (BELOW) PROPOSE PANEL A EXISTING TRANSFORMER 17 SECT Ty 0CTOh' 'k.. 'q2/tij�ry�TF PROPOSED AT&T LTE PANEL ANTENNA EXISTING RELOCATED AT&T PANEL ANTENNA (BELOW) North to be determined oy site survey (if possible). EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 110• 50'-0" 1 KATHREIN 742-264 0 0 TBD NONE 1 7/8" 68'-0" YES G8 UMTS 850 0 0 TBD NONE 1 7/8" 68'-0" YES U8-U9 UMTS 1900 0 0 TBD NONE 2 7/8" 68'-0" SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 220• 50'-0" 1 1 1 KATHREIN 1 742-264 1 0 0 TBD NONE 1 7/8" 68'-0" YES G8 UMTS 850 0 0 TBD NONE 1 7/8" 68'-0" YES U8-U9 UMTS 1900 0 0 TBD NONE 2 7/8" 68'-0" EXISTING VERTICAL CONDUITS (2) TOTAI EXISTING 52'-0" HI, P.S.E. UTILITY POLE EXISTING AT&T PAN[ ANTENNA TO BE RE EXISTING TRANSFORMER kc T 170. Ty EXISTING AT&T PANEL ANTENNA TO BE RELOCATED EXISTING AT&T ANTENNA MOUNT TO BE REMOVED North to be determined by site survey (if possible). 24"x36" SCALE: 1" = 1'-0" 24"x36" SCALE: 1" j V-0" PROPOSED ANTENNA CONFIGURATION 2111$$" _Il ANTENNA MOUNT ELEVATION11 x 17 SCALE: 1/2 = 1 -0 1 6 0 1 x 17 SCALE: 1 /2 1 -0 1 6 0 1 /'Annlr-n C"f-n\/I/�f-C` IC` C`Tnl/�TI nn/11 IInITr fl at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC $� REGISTERED ARCHIT R HARD B. H STATE OF WASHtNGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 Ir n N 00 _ 0-) ( n (n Q (f Q (J� Q w w > o Q Lw LL d- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD 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 KUC I IUN UUCUMLIN I S IS HHUHNIL ZANY by NAI UNL. AINY UJL UN UIJI.LUJUML U I nLfC n 11V I n/11 M 111 ll \LLJ11 LJ � -1 vi LTE ANTENNA AT&T GPS ANTENNA MECHANICAL DOWNTILT BRACKET 11.8 _ 1 7/8" O.D. PIPE o MANUFACTURER: KMW COMMUNICATIONS I MODEL: AM X CD 17 65—OOT—RET (96") WEIGHT: 59.5 LBS i j I DIMENSIONS: 11.8 X 5.9 X 96.0" o " o FREQUENCY: REFER TO RF DATA SHEET N SITE PRO 1 PIPE. TO PIPE CLAMP SET q (PART# ACP08K) 11.8 11.8 )l, i PROPOSED ANTENNA MOUNT sk rn rn O° ° °® ° o L � 0 I / TOP BOTTOM o IIi rn COAX RUN RF CONNECTOR, TYP o REMOTE ELECTRICAL LI,I DOWNTILT ACTUATOR, TYP NOTES: 70OMHz & AWS RADIOS 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF j11( SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A I; DC6-48-60—RM HEMISPHERE AROUND THE GPS ANTENNA. RACK MOUNTED SURGE PROTECTION 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF x '. �I .'. BTS a FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. iL Ili ,I )II / f' •� FRONT SIDE CO -+ _ OAX COAX COAX COAX AX =--COAX COAX COAX D SCHEMATIC NOT USED GPS MOUNTING DETAIL KMW ANTENNA SPECIFICATIONS FIBER C g 7 24"x36" SCALE: NOT TO SCALE 24"x36; SCALE: NOT TO SCALE 24"x36" SCALE: 1�=1'-0" 6 24 x36 SCALE: 3/4 =1 —0 5 1 1 "x 17" SCALE: NOT TO SCALE 1 1 "x 17 SCALE: NOT TO SCALE 1 1 "x 17" SCALE. 1 2 —1 '-0" 1 1 "x 17" SCALE: 3 8"=1 '-0" NOTE: NOTE: MOUNT RRH UNITS PER MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS. MANUFACTURES SPECIFICATIONS. MECHANICAL SPECIFICATIONS: TMA TWIN DUAL BAND AWS MODEL NUMBER: TTAW-07BP1 1 1-001 DIMENSIONS: 9.9"x6.7"x5.4" (250xl69xl39mm) WEIGHT <18 Ibs (8 Kg) All 7: - FRONT o SOLAR 0 0 O o 00 SHIELD mp TOP 6.7" 5.4" I Os n�. pppp I fIIR®®f�ARR�ki�QfdAQQA�I��fdQ 11p n n R" ° MECHANICAL SPECIFICATIONS: DIPLEX FILTER FOR a MHZ AND AWS/PCS WITH DC AUTO SENSE MODEL NUMBER: CM1007—DBPXBC DIMENSIONS: 4.92"x8.96"x3.27" (125x227.5x83mm) WEIGHT 6.5 Ibs (3.0 Kg) REGISTERED YXHA. HAJ� /STATE OF WASHINGT011 EXPIRATION DATE OF THE LICENSE: 08/20/13 o z_ I� O N � O DD _ 0-) ( n u� Q J Ln Jl Q >> C/) J Q L1J LLJ C) Q Li_.I Li - REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MANUFACTURER: ALCA — U v ` ��D�1 RMODEL: 9442RRH AWS HEIGHT: 24.4, SHEET TITLE FRONT WIDTH: 10.6" RF & EQUIPMENT DETAILS j DEPTH: 6.7 WEIGHT: 43 LBS C TMA DETAIL RRH 70OMHZ DETAIL RRH AWS DETAIL DIPLEXERS DETAIL 24"x36" SCALE: 3"=1'—O" 4 24"x36" SCALE: 1 1/2"=1'-0" 3 24"x36" SCALE: 1 1/2"=1'_O" �, 24"x36" SCALE: 3"=1'-0" 1 1 1 "x 17" SCALE: 6"-1 '—O" 1 1 "x 17" SCALE: 3/4 "=1 '-0" 1 1 "x 17" SCALE: 6"=1 '-0" 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. SHEET NUMBER RF-2 24"x36" SCALE: 1" = 1'-0" 1 1 "x17" SCALE: 1/2" = 1'-0" 1' 6" 0" 1' SCHISMATIC GROUNDING PLAN 1 r1r - I C"`TM''�TI/,nl n/l/'`I If,ArnITC` ri f'i n nnl r T n M\/ M\/ ­Al Inr Anl\/ I IC`r /ln nIC"/'`I /l C`I Inl- !'1TU CO TLI AnI TI InT IAII II!"`I nrl ATr(" T/'l /'\A\/Inr� If` f`Trll/"_ \i - II nITrf'\ a 0 11 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 FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING KEYED NOTES: O CAD WELD (TYP). SEE DETAIL 2/E-2. OEXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF SUBJECT 2 UTILITY POLE WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. EXISTING SUBJECT UTILITY GROUND BUS BAR AT BASE OF O SUBJECT UTILITY POLE. 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 7/E-2. EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO SUBJECT O UTILITY POLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. O6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 7/E-2. O#6 AWG 70OMHZ RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 7/E-2. O8 #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. O#6 AWG GPS ANTENNA MOUNT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. 10 EXISTING #6 AWG GROUND TIED INTO EXISTING GROUNDING SYSTEM (VERIFY) GROUNDING NOTES & LEGEND I 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. 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) 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 8 EGISTERED CHITECT ICH RD B. HA L STATE OF WA§ HjNG?0N EXPIRATION DATE OF THE LICENSE: 08/20/13 0 _Z O n N O 03 n V C/) Q (Q 3: -1 07 � L> J W > 0 Q LiJ L_ Z f- d- REVISIONS NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 04/04/1 IISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 FIE I INFUI11VIIV IV I.iVIV Ii111VLV IIV 1I IIJ JLI V1 UVIVJII\VVIIVI1\l l 1\IL I(ll\I VI I1/1IVI\L. 11 11ly II I11I .vI II \III I\LIJ 1I LJ IV V11l ♦I ♦I LIv JLI\YIVLJ IJ JII\I-ILI 1 i\\ lI VIILV. NOT USED NOT USED NOT USED NOT USED 15 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 24x36" SCALE. NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" 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) O NEW 4"x 24% 1 /4" thk COPPER GROUND O BAR. INSTALLED BY GENERAL CONTRACTOR O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O 000 O 00 O O O O O O O O O O Lol O 24" FIELD VERIFY - #2 SOLID BARE TINNED COPPER NOT USED WIRE CADWELD (TYPE-GL) GROUND BAR NOT USED9 24"x36" SCALE: NOT TO SCALE it 24"x36" SCALE: NOT TO SCALEElo 21 %17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE TO ANTENNAS #6 AWG FROM ANTENNA CABLE GROUND KIT iv � (TYPICALLY) ANTENNA CABLE \ 12 TO 24 N ¢ 120" MAX. RX2 TX1/ WEATHERPROOFING COPPER GROUND BAR ON WALL, ICE - - KIT (TYP.) BRIDGE, FLOOR OR COAX JUMPER ON ANTENNA TOWER WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) (SEE NOTE 3) co)O O O n O O CABLE GROUND KIT CONNECTOR WEATHERPROOFING #6 AWG OO OO OO OO OO OO OO OO ID#6 AWG STRANDED COPPER KIT (TYP.) SEE NOTE 2 GROUND WIRE (GROUNDED TO ISOLATE FROM TOWER HALO O GROUND BAR). SEE NOTE 1 & 2 B R #2 TO LOWER TOWER BUS O CABLE CONNECTOR *TWO HOLE LUG, OR NOTES: ANTENNA CABLE COPPER ANTENNA GROUND EXOTHERMIC WELD TO BE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE TO BTS EQUIPMENT (TYP.) BAR, WITH INSULATORS. USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL DOWN TO GROUND BAR. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE BUILDING SERVICE GROUND BE ELIMINATED WHEN TO GROUND RING OR GROUND RING GROUND BAR IS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED NOTES: ELECTRICALLY BONDED TO BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOTE: METAL TOWER/MONOPOLE DOWN TO ANTENNA GROUND BAR. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION » 24"x36" SCALE: NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 6 24"x36" SCALE: NOT TO SCALE 5 24 x36 SCALE: NOT TO SCALE 8 1 1 "x17 SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 916, TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL NOT USED NOT USED CADWELD GROUNDING CONNECTIONS NOT USED 24"x36" SCALE: NOT TO SCALE 3 24"x36" SCALE. NOT TO SCALE 2, 24"x36" SCALE: NOT TO SCALE 1 24"x36 SCALE: NOT TO SCALE 4 17" SCALE: NOT TO SCALE 1 1 x17" SCALE: NOT TO SCALE 1 1 %17" 1 1 "x SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE Y BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETAR REGISTERED ARCHIT G I D B. STATE OF V71 AS INGTOI EXPIRATION DATE OF THE LICENSE: 08/20/13 F- z_ O N � O DO _ 0-) (� Q V J Ln o � Q Cj] Q (� Q W > Q LLB C) LW LL d- REVISIONS [NO. DATE DESCRIPTION INITIAL A 12/07/11 ISSUED FOR PCD REVIEW RC 0 014/04/12 ISSUED FOR FINAL CONSTRUCTION RLD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2