Loading...
12-101250 (2)PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REPLACING (3) AT&T ANTENNAS WITH (3) LTE PANEL ANTENNAS TO BE MOUNTED ON (3) EXISTING FLUSH MOUNTS AT AN EXISTING MECHANICAL SCREEN WALL, PLUS THE ADDITION OF (6) RRH UNITS MOUNTED BEHIND THE SCREEN WALL (2 PER LTE PANEL ANTENNA), (3) SURGE SUPPRESSION BOXES (1 PER LTE ANTENNA), (1) GPS ANTENNA MOUNTED ON AN EXISTING ICE BRIDGE COVER AND (1) LUCENT 9142 ENCLOSURE MOUNTED ARGUS TE43 CABINET LOCATED WITHIN THE EXISTING MECHANICAL SCREEN ENCLOSURE. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: CPI - CORPORATE PARK BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: B, S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: UNMANNED TELECOM FACILITY PROPOSED USE: UNMANNED TELECOM FACILITY SITE LOCATION: (BASED ON NAD 83 LATITUDE: N 47` 17' 49" LONGITUDE: W 122' 17' 23" TOP OF STRUCTURE AGL: 49'-0" BASE OF STRUCTURE AMSL: TBD PARCEL NUMBER (S): 215466 0010 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: EAST CAMPUS 3 A/B LLC 82 DEVONSHIRE STREET, F3A BOSTON, MA 02109 TEAM LEAD: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET MERCER ISLAND, WA CONTACT: AARON IMPER PH: (425) 622-7874 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342-6386 Gu ■ 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 MERCER ISLAND, WA CONTACT: KEITH ELWELL PH: TBD RF ENGINEER: AT&T MOBILITY CONTACT: MICHELLE BRAASCH PH: TBD PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC WESTOWER COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 7525 SE 24TH STREET 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 MERCER ISLAND, WA SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 236-4118 CONTACT: CHRIS WICKLANDER PH: (206) 909-9454 PH: (206) 342-6396 EMAIL: CWICKLANDER@PTSWA.COM Your world. Delivered. WEYERHAEUSER SS81 r#-'3930 WEYERHAEUSER WAY SOUTH FEDERAL WAY, WA 98001 VICINITY MAP 3 T f S. %*4t SITE z F 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 12.5 MI AT EXIT 2A, TAKE RAMP RIGHT FOR WA-167 SOUTH TOWARD KENT / AUBURN 11.9 MI TAKE RAMP RIGHT FOR WA-18 WEST TOWARD FEDERAL WAY 2.3 MI TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WEYERHAEUSER WAY S 0.2 MI TURN RIGHT ONTO WEYERHAEUSER WAY S 0.1 MI ARRIVE AT 33930 WEYERHAEUSER WAY S, AUBURN, WA 98001 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 [HE INFORMAI ION CON IAINEU IN 1 HIS SE I UI- UUNS I KUU I IUIV UUUUMLIV I IS NKUHRIL IAKY BY NAI UKL. AINY USL UK UISULUSUKL U I HLK I HAN I HAI WHI(.;H KLLAI LJ I U l HKKItK JtKVII J IJ J I KIU I LY HNUHIL I tU. 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 CONSTRLICTION DRAWINGS 02-23-12 DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED COMPOUND PLAN A-3 PROPOSED ENLARGED COMPOUND PLAN A-4 EXISTING & PROPOSED NORTHWEST ELEVATION A-5 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS 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 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/0 WITHOUT FIN FINISH NTS NOT TO SCALE WWP 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 at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED AR HITECT , ICH LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J = F- O Un O r T O Imo■ I+�11 � 0-� Q 0 Cr w Q d 3::1- Of J w Q ry W Lj r T 1 Lj w o L- r� r� r� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 RECEIVED ED MAR 2 0 2m CITY Of FC-bERAJ, WAY GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY 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 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 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 AND 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. 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 NETWORK CARRIER PROJECT SCOPE AND 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. 4. 11X17 COPIES OF DRAWINGS ARE NOT TO BE SCALED DUE TO DISTORTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. 5. OWNER, CONTRACTOR, AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW AND CONFIRM THAT PROJECT SCOPE, DESIGN INTENT AND UTILITY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 6. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. 8. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED, AND PROVIDE NETWORK CARRIER PROOF OF LICENSES) INCLUDING PE &; PD INSURANCE. 9. 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. 10. 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. 11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS; OF ANY PUBLIC AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE AT THE JOB SITE 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 THE 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. 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. 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. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 16. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN ON THE PLANS, ALONG WITH PROTECTING THEM FROM DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 17. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL 18. 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. 19. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE 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. 20. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING OF IS REQUIRED, MATERIALS 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 DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 21. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THE SUBJECT FACILITY AND OR PROJECT SITE. 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. 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. 24. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY. 25. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION DISPOSING 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. 26. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COLOR, TEXTURE, FINISH MATERIALS, ETC., EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 27. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND CODE COMPLIANT INSTALLATION. 28. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND TRUE BASED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION WILL LIKEWISE BE LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND TRUE. NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 29. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 30. 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. 31. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 32. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE. 33. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE PREPARED PROPERLY BY THE WORK OF OTHER TRADES. 34. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 35. 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 THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 36. 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. 37. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED ON SPECIFIC SITE REQUIREMENTS. 38. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 39. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDLINED CONSTRUCTION SET. 40. 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. 41. GENERAL CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW, INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY, OWNER AND JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER INSTALLATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 42. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY NETWORK CARRIER CONSTRUCTION MANAGER. 43. 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 COMPLETE ACCEPTING UNDER THIS 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. 44. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 45. 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 (UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID DOCUMENT(S). 46. NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 47. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NETWORK CARRIER. 48. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 49. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 50. CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE TO CONSTRUCTION ACTIVITIES, AND REPAIR, RESTORE AND MODIFY EXISTING IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 51. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN CONTACT INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 100% MOISTURE PROTECTION. 52. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD 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. 53. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO AN EXISTING 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. 54. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLING 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. 55. GENERAL CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID AND CONSTRUCTION PROJECT. 56. GENERAL CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID AND CONSTRUCTION PROJECT. 57. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY INSTALLED ANTENNAS UNDER THE CONDITION THAT THE GC OBTAIN THE MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE CONTROLLER CAN BE ORDERED AND INSTALLED. 58. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE NETWORK CARRIER REPRESENTATIVE AND GC DEMONSTRATING CAPACITY AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. 59. THE GC SHALL PROVIDE MATERIALS LIST (BOM) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION. SYMBOLS: Y' ! GRID REFERENCE i DETAIL REFERENCE ELEVATION REFERENCE -y SECTION REFERENCE - - -- - CENTERLINE PROPERTY/LEASE LINE _..._- __... MATCH LINE WORK POINT - - -- ----- GROUND CONDUCTOR T ---- -- TELEPHONE CONDUIT -- ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE ;j l ..............._.... CONDUCTORS ..::..:_`:.-......................:...:::: GROUT OR PLASTER (E) BRICK ....�-�.. , V01,1Zfi1711111111=11�I (E) MASONRY .............:..................... . CONCRETE EARTH t v<)T'cc c- GRAVEL PLYWOOD SAN D WOOD CONTINUOUS WOOD BLOCKING 'l_lllll/alll/ "lisp STEEL NEW (' EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD -�-� GROUND BUS BAR • MECHANICAL GRND. CONN. ® CADWELD . GROUND ACCESS WELL F_ ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT 1v SPOT ELEVATION SET POINT REVISION at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC '882 REGISTERED ( ARCHITECT (CHARD B. HAL STATE OF WASRINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 v J _ I- O U O r T 1 O w 3: 0-) V) (� Q LLI Q w Lj � O i Lj n C7 110 r0 REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 HL NV IJNIVIHI IUN I,UIN IFiIIVLU W4 I I--IIJ JL I Vr \.UIVJ I fCUU I IUIV VUUU IV] LIV I-) 1� r-r-\Ur-rCIL I/1fC 1 D I INMI URL. /11V 1 UJL UI\ UIJU LUJUI\L U I I ILf\ I ri YilV I I IY11 VVI IIUI I 1\LL-\1 LJ I U U/'AI \I \I LI\ JLI\V I\.LJ IJ J I I\11. 1 L I f I\U1 11011 LV. G Ln ( w<11 0 °Of 2, 39„ Q I� E z ;q 22 SINE 3.61 R� PROpE m A-2 A-3 AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION EXISTING A-4 I� �i FACILITY BY REPLACING (3) AT&T ANTENNAS WITH (3) LTE PANEL J PARKING LOT ANTENNAS TO BE MOUNTED ON (3) EXISTING FLUSH MOUNTS AT AN V0 I iI� EXISTING MECHANICAL SCREEN WALL, PLUS THE ADDITION OF (6) RRH EXISTING UNITS MOUNTED BEHIND THE SCREEN WALL (2 PER LTE PANEL ANTENNA), PARKING LOT 01. ,� �. �� (3) SURGE SUPPRESSION BOXES (1 PER LTE ANTENNA), (1) GPS -191 1 _2" o�� `'�0 ANTENNA MOUNTED ON AN EXISTING ICE BRIDGE COVER AND (1) LUCENT 9142 ENCLOSURE MOUNTED ARGUS TE43 CABINET LOCATED WITHIN THE EXISTING MECHANICAL SCREEN ENCLOSURE. Lr- - _ EXISTING / W I BUILDING Q� EXISTING V - QUO / TREES AREA o- Q s RpP W �� 215 �'zx 1fr 24"x36" SCALE: 1 " = 100'-0" �— 1 1 "x17" SCALE: 1" = 200'-0 100 50 0 00' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN-CS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. LEGEND - - SUBJECT BOUNDARY LINE - - - - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE ........... Lirh ............................ JG P ........................... JG ......... .... ..- BURIED POWER LINE BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE .................... JGT ............................ GT ............................ UG4 .................... 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 — Xx —XXx — CHAIN LINK FENCE - - WOOD FENCE — x x — x — x X — BARBED WIRE/WIRE FENCE a TRANSFORMER -Q- FIRE HYDRANT LIGHT STANDARD N GATE VALVE © POWER VAULT 91 WATER METER ® UTILITY BOX /Q FIRE STAND PIPE �S UTILITY POLE O CATCH BASIN, TYPE I E - POLE GUY WIRE @ CATCH BASIN, TYPE II IT GAS VALVE f-I SIGN ❑o GAS METER 0 BOLLARD N TELEPHONE VAULT MAIL BOX ❑ TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: PROPOSED AT&T ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS LEGAL DESCRIPTION: FLOT 2 EAST CAMPUS CORP PRK PARCEL 3-BSP TGW UND INT IN B, C & D VICINITY MAP SITE PLAN I f at&t Your world. Delivered. �r PACIFIC TELECOM SERVICES, LLC 828 REGISTERED CHITECT ;RIC AR , HAL STATE OF WASHINGTOII EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 at&t Your world. Delivered. F=I-r== PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RIC AR . ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 O O r T 1 O W �0-) Q w c/) � J W Q W IY Q r T 1 W w O LL- r� n REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED COMPOUND PLAN SHEET NUMBER A-2 at&t Your world. Delivered. F=I�rc= PACIFIC TELECOM SERVICES, LLC 8828 1 REGISTERED S v RICHARD B: HALI STATE OF WE EXPIRATION DATE OF THE LICENSE: 08120113 REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED COMPOUND PLAN SHEET NUMBER A-3 THE INFORMATION CONTAINED IN THIS SET OF CONSI RUC IUN UU(UUMtly IS 15 NKUf NIt IAKY bT NHI UKt. /iIV 1 U3c- UR UIJL.LUJVI\L i 11 1 i„ - �-� -- ...... NOTE: PROPOSED AT&T ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS NOTE: SOME FENCE ARE OMITTED FOR CLARITY 5 6 PROPOSED AT&T LTE ANTENNA (TYP. OF 3, F- F- l PER SECTOR) EXISTING AT&T ANTENNAS (TYP. OF 9, 3 PER SECTOR) TO REMAIN RAID CENTER OF EXISTING/PROPOSED AT&T ANTENNAS 55'-0" A.G.L. �11 1 .................................................................................... I ................... RAD CENTER IIIIIIIIIIIIIIIIIIIII111111111111 I'I _ II1111111111111111111111111111111111111111111 IIIlilllllilllllllllllllllllll IIIII1111111111111111111111111 I'I I11111111111111111111111111111 111111111111111111111111111111 I I 11111111111111111111111111 111 I I I ------------------------ ----- 11111111111111111111111111111 LI ®-- --- u�uumunmmumuw uuumuuu�nmunun� ummmuunnmunnu uunuuuuuuumunw nuuunuunnnnnmm uunnnunnuuu"u"u TOP OF EXISTING SCREEN WALL 57'-2 A.G.L. -0" A.G.L. TOP OF EXISTING PARAPET 49'-0" A.G.L. _TOP OF EXISTING ROOF 45 0 A.G.L. GRADE 0'-0"t 24"x36" SCALE: 3/32" = 1'-0" 1 1 "x17" SCALE: 3/64" = 1'-0'$ 8' 4' 0" 8' _ PROPOSED NORTHWEST ELEVATION 2, EXISTING AT&T ANTENNAS (TYP. OF 3, 1 PER SECTOR) TO BE MCI /11•ATCr\ NOTE: SOME FENCE ARE OMITTED FOR CLARITY TING SCREEN WALL 57'-2" A.G.L. �G AT&T ANTENNAS i, 55'-0" A.G.L. EXISTING PARAPET 49'-0 A.G.L. OF EXISTING ROOF ik 45'-0" A.G.L. _ GRADE 0' -0"f 24"x36" SCALE: 3/32" = 1'-0" 1 1 "x17" SCALE: 3/64" = 1'-0" 8' 4' o" 8' EXISTING NORTHWEST ELEVATION at&tI, Your world. Delivered. F=1mWr=m=sip PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED AR HITECT RICHARb- B. H�QL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20113 I— O O T O LLJ (i] Q W Q ry L-d W C) W O L1J LL n REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED NORTHWEST ELEVATION SHEET NUMBER A-4 Int IIVrvI- vu-\I IVIV VU IV 1/-\I IVLV IIV IIIIJ JLI Vr 1,UI VJII\VVIIVIV LJV VIVI LIVID 13 FF\VL r\IL I/-\ I D1 1V/11 VI\L. 11VI VJL VI\ VIJ LVJVI\L VII ILI\ 11V !11 VVI Ill 11 \LLD ILJ V V11\I\ILI\ JLI\VII LJ IJ JIr\11 1 L I rf\VrlID1 I LV. LTE 9412 eNodeB COMPACT ENCLOSURE ARGUS Te43 NOT USED[-, 24"x36" SCALE: NOT TO SCALE 11 %17" SCALE: NOT TO SCALE MANUFACTURER: ALCATEL—LUCENT MODEL: LTE 9412 eNodeB COMPACT ENCLOSURE HEIGHT: 31 " WIDTH: 20" DEPTH: 24" WEIGHT: 143 LBS D2Uv3ph3 BBU SIDE (2U) (SEE DETAIL (DOOR OPEN 3, THIS SHEET)-----, - USER SPACE a III� (2U) (20OW MAX) —� eAM ALARM MODULE (1/2U) FAN TRAY 0 FRESH AIR FILTER _ tr.:r z . E(S) ...... ONLY ONE 9412 CABINET CAN NOTE: � 0 00 g p BE INSTALLED ON THE TE43 USER EQUIPMENT POWERED Q 0 �. (0 a SIDE, EITHER ON LEFT OR VIA SINGLE INPUT FEED Of v z o RIGHT, DEPENDING UPON THE _ LINE—UP AS THERE WILL BE m OTHER CABINETS ON THE SIDE 0 OF MODCELL. m 2. SIDE OVERHANG OF LTE 9412 FRONT CABINET IS 21.4" (RIGHT SIDE MOUNTING) LTE EQUIPMENT MOUNT WITH Te43 24"x36" SCALE: NOT TO SCALE 3 DC SWITCH PANEL (FOR d2U) (1 U) PDP—B (1 U) j- TOP FRONT LUCENT CABINET SPECIFICATIONS 24"x36" SCALE: 1 "=1 '-0" 2 1 1 "x 17" SCALE: 1 /2" THE INFORMATION rnNTAINFn IN THIS SFT OF CONSTRUCTION F)OCUMFNTS IS PROPRIFTARY RY NATI JRF ANY I Jz,F 11R nlc�('1 (ICI IRF OTHER THAN THAT WHIPH RFI ATFc Tn (ARRIFR Ic cTRI/`TI V DI�(l IRITCfI NOT USED4 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE 1 1 1 "x17" SCALE: NOT TO SCALE at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED AR HITECT RIC AfRD B. HALL STATE Qf YJI 41 ING•TON EXPIRATION DATE OF THE LICENSE: 08/20113 O O �-j--� U) =) }" (� Q r J W Q >- Q:� W W w W O Li- n REVISIONS NO. DATE I DESCRIPTION INITIAL A _10/14/111 ISSUED FOR PCD REVIEW RC 0 11/03/111 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/121 REV FINAL CONSTRUCTION DOC ZLN LT FOR CONSTRUCTION UNLESS BELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5 PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 55' 55' -0" 1 KATHREIN 739-684 0' 0' YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 1900 1 KATHREIN 742-264 0' YES CS72993.08 1 7/8" 50'-0" UMTS 850 55' 55'-0" 1 KATHREIN 742-264 7' 0° YES NONE - 7/8" 50'-0" YES U8 U9 UMTS 1900 3' YES LGP 21401 1 LTE 700 55' 55'-0" 1 KMW -X-0-16-65-00 2' 0' YES - 1 FIBER 50'-0" YES L7 SECTOR BETA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 230' 55'-0" 1 KATHREIN 739-684 0' 0' YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 1900 1 KATHREIN 742-264 0' YES CS72993.08 1 7/8" 50'-0" UMTS 850 230' 55'-0" 1 KATHREIN 742-264 10' 01 YES NONE - 7/8" 50'-0" YES U8 U9 UMTS 1900 4' YES LGP 21401 1 LTE 700 230° 55'-0" 1 KMW -X-CD-14-65-00 2' 0' YES - 1 FIBER 50'-0" YES L7 SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 330° 55'-0" 1 KATHREIN 739-684 0' 0' YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 1900 1 KATHREIN 742-264 0' YES CS72993.08 1 7/8" 50'-0,, UMTS 850 330' 55'-0" 1 KATHREIN 742-264 7' 0' YES NONE - 7/8" 50'-0" YES U8 U9 UMTS 1900 3' YES LGP 21401 1 LTE 700 330' 55'-0" 1 KMW -X-CD-16-65-00 4' 0' YES - 1 FIBER 50'-0" YES L7 NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. EXISTING AT&T ANTENNAS TO PROPOSED AT&T LTE ANTENNA / — PROPOSED AT&T AWS RRH UNIT MOUNTED ON g5 EXISTING SCREEN WALL PROPOSED AT&T 700144z RRH UNIT MOUNTED ON EXISTING SCR EN W LL \ �. PROPOS D AT T SURGE SUPPRESSION BOX MOUNTED ON EXISTING SCREEN WALL J \ \ EXISTING AT&T \ ANTENNAS TO REMAIN 4 PROPOSED AT&T AWS RRH UNIT MOUNTED ON EXISTING SCREEN WALL PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON EXISTING SCREEN WALL °Y PROPOSED AT&T LTE ANTENNA PROPOSED AT&T SURGE SUPPRESSION BOX MOUNTED ON EXISTING SCREEN WALL PROPOSED AT&T SURGE SUPPRESSION BOX MOUNTED ON EXISTING SCREEN WALL PROPOSED AT&T 70OMHz RRH UNIT MOUNTED ON EXISTING SCREEN WALL PROPOSED AT&T LTE ANTENNA PROPOSED AT&T AWS RRH UNIT MOUNTED ON EXISTING SCREEN WALL EXISTING AT&T ANTENNAS TO REMAIN EXISTING AT&T GPS ANTENNA PROPOSED AT&T GPS ANTENNA EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 55' 55'-0" 1 KATHREIN 739-684 0° 0° YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 850 1 KATHREIN 739-684 0° YES NONE 1 7/8" 50'-0" GSM 1900 1 KATHREIN 742-264 0° YES CS72993.08 1 7/8" 50'-0" UMTS 850 55' 55'-0" 1 KATHREIN 742-264 7° 0' YES NONE - 7/8" 50'-0" YES US Ug UMTS 1900 3° YES LGP 21401 1 SECTOR BETA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 230' 55'-0" 1 KATHREIN 739-684 0° 0• YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 850 1 KATHREIN 739-684 0° YES NONE 1 7/8" 50'-0" GSM 1900 1 KATHREIN 742-264 0' YES CS72993.08 1 7/8" 50'-0" UMTS 850 230° 55'-0" 1 KATHREIN 742-264 10' 0' YES NONE - 7/8" 50'-0" YES U8 U9 UMTS 1900 4' YES LGP 21401 1 SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 330' 55'-0" 1 KATHREIN 739-684 0' 0• YES NONE 1 7/8" 50'-0" YES G8 G9 GSM 850 1 KATHREIN 739-684 0' YES NONE 1 7/8" 50'-0" GSM 1900 1 KATHREIN 742-264 0' YES CS72993.08 1 7/8" 50'-0" UMTS 850 330' 55'-0" 1 KATHREIN 742-264 7' 0' YES NONE - 7/8" 50'-0" U8 YE S UMTS 1900 3' YES LGP 21401 1 EXISTING ANTENNA`. EXISTING TO BE RI EXISTING AT&T ANTENNAS TO BE RELOCATED EXISTING AT&T GPS ANTENNA AAI N 24"x36" SCALE: 1/" = -0" PROPOSED ANTENNA CONFIGURATION 2 24"x36" SCALE: 1/2" = 1'-0" EXISTING ANTENNA CONFIGFIRATION 1 1 1 "x 17" SCALE: 1 /4V " = 1 '-0" 2' 1 ' 0" 2' 1 1 "x 17" SCALE: 1 /4" = 1 '-0" 2' 1 ' 0" 2' at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 882 REGISTERED ARCHITECT RICHA ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 F� O O r T 1 O Q or LLJ (%] Q 3: _J LLJ LI LLLj � o r 1 1 w 0 Li - REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER fZ,*..,F-1 I HL INFUNMAI IUN UUIN IHIINLU IIN I NIJ JL I Uf I,UIV�) I KUI, I IUIN UUI,UIVILIN I J IJ I NU[�IL IANT bT INAI UML. HINT UJt UK UIJI LUJUKL U I r1r_M I I1HIV I1H1 Wrilurl KLLHI tJ IV I HRfCIC C 3LMVII,LJ IJ J I Kll LT t'KUI- IL I LU. SCHED 40 PVC CONDUIT SCHEDULED PER PLAN O 1 -5/8" X 1 -5/8" GALV UNISTRUT W/ 1 " MECHANICAL MECHANICAL GALV SELF ANCHORING CONDUIT RESTRAINT DOWNTILT DOWNTILT W/ %4" DIA GALV BOLTED CLAMP FASTENER AT&T GPS ANTENNA BRACKET 5 9 BRACKET 11.8 5.9 11.8 MANUFACTURER: KMW COMMUNICATIONS MANUFACTURER: KMW COMMUNICATIONS, 6. j 1 7/8' O.D. PIPE MODEL: AM-X-CD-14-65-OOT-RET (48") MODEL: AM-X-CD-16-65-OOT-RET (72") WEIGHT: 36.4 LBS O: WEIGHT: 48.5 LBS \ DIMENSIONS: 11.8" X 5.9" X 48.0" DIMENSIONS: 11.8"X 5.9"X 72.0" ..i FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET o o 00 N SITE PRO 1 PIPE 11.8 11.8 11.8 11.8 TO PIPE CLAMP -- SET (PART# o ACP08K) ®°° °°® rn rn ®°° ® °°' 04 'n ®°® `� Sri Nk O TOP BOTTOM TOP BOTTOM RF CONNECTOR, TYP RF CONNECTOR, TYP UNISTRUT SECURED TO STEEL STUD FRONT SIDE REMOTE ELECTRICAL REMOTE ELECTRICAL; DOWNTILT ACTUATOR, TYP DOWNTILT ACTUATOR, TYP NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXISTING STEEL STUD EXCEEDING 25% OF THE SURFACE AREA OF A FRONT SIDE 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 EXISTING CORRUGATED SHT MTL SIDING BEFORE FINAL LOCATION OF GPS ANTENNA. CONDUIT ATTACHMENT GPS MOUNTING DETAIL KMW ANTENNA SPECIFICATIONS KMW ANTENNA SPECIFICATIONS 24"x36" SCALE: 6" - 'I 8 24"x36" SCALE: NOT TO SCALE 7 24"x36" SCALE: 3/4;;_ 1 '-0" 6 %17 3 8 -0" 24"x36" SCALE: 3/4"=1 '-0" 5 1 1 %17" SCALE: 3 8"=1'-O" 11 "x17" SCALE: 3" - 1'-O" 1 1 %17" SCALE: NOT TO SCALE 1 1 SCALE: -1 NOTE: NOTE: MOUNT RRH UNITS PER MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS MANUFACTURES SPECIFICATIONS (E) CORRUGATED MTL (E) CORRUGATED MTL SIDING SIDING (E) GALV 4" STL STD (E) GALV 4 STL STD (N) GALV 1-5/8" X MANUFACTURER: RAYCAP (N) GALV 1-5/8" X 1-5/8" UNISTRUT MODEL: DC2-48-60-0-9E 1-5/8" UNISTRUT ---- --- ANCHORED TO STDS (E) CORRUGATED MTL SURGE PROTECTOR - -- -- _--= ANCHORED TO STDS W/ %" DIA GALV SIDING W/ %" DIA GALV - TECH SCREW - TECH SCREW (N) RRH ANCHORAGE (E) GALV 4" STL STD (N) RRH ANCHORAGE [t PER MFR (N) GALV 1-5/8" X PER MFR RECOMMENDATIONS 1-5/8" UNISTRUT _n RECOMMENDATIONS ANCHORED TO STDS di W/ %" DIA GALV -� - TECH SCREW - ° c0 (N) RRH ANCHORAGE FRONT 0 0 ��. PER MFR PH SOLAR l l 1. RECOMMENDATIONS o 00SHIELD ® pTOP o n� I I ppp I I 10.6 I I o pp i I 12.2" a 10.38" I 6.21 ®® RRH MOUNTING :..: .. ...... .- _® I ON BRACKETS . . ...................................— ................ _......._......i . .. e i�.._.........................._..-._........._..... e ii ` li i 0i i e i_......._................ ....................... ._................... i "' I I Lq - ----.. _ ................ _ ..._._..._....C14 - o MANUFACTURER: ALCATEL-LUCENT �. N MODEL: 9442 RRH 7OOMHz_15.5 (Lower Band) I �� g: ISO VIEW - --- ........ HEIGHT: 21 " r—- ----._._...__..._........_.................... I WIDTH: 12. 2" ^1 ........ , DEPTH: 10.8" :...._....__...._....... ................ ................... ; . WEIGHT: 51 LBS __._....__..__....__.............................. ............ ..... .; MANUFACTURER: MANUFACTURER: ALCAT EL LUCENT MODEL: 9442 RRH AWS -_._._._._..........._-.-......--.-� `., HEIGHT: 24.4" WIDTH: 10.6" FRONT DEPTH: 6.7 WEIGHT: 43 LBS NOT USED RRH 70OMHZ DETAIL RRH AWS DETAIL SURGE SUPPRESSION BOX DETAIL 24"x36 SCALE: NOT TO SCALE 4 24"x36 ; SCALE: 1 1 /2"=1:-O;: 0 3 24"x36" SCALE: 1 1 /2";_ 1 ' _O" 2 11%17" SCALE 24"x36" SCALE: 1 1 /2"_ 1 '_0" 1 11"x17" SCALE: NOT TO SCALESCALE: 3/4"_ - 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. IC= PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED A CHITECT RICHAR B. HAS d STATE OF WASHINdTOI EXPIRATION DATE OF THE LICENSE: 08/20113 F- O O r T 1 O W Q U) (� Q J w w Lj r T 1 w w O w n r� REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF-2 0 24"x36" SCALE: 3/4" = 1'-0" �� , SCHEMATIC CROLINDING PLAN 1 1 1 "x17" SCALE: 3/8" = 1'-0" 1' 6" 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. DESCRIPTION COPPER GROUND ROD CADWELD CONNECTION North to be determined by site survey (if possible). GROUND BAR SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING KEYED NOTES: O1 CAD WELD (TYP). SEE DETAIL 2/E-2. OANTENNA GROUND BUS BAR NEAR ANTENNA MOUNTS WITH COAX GROUND KIT. SEE DETAIL 9/E-5 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-5 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-5 FOR COAX GROUNDING. O#6 AWG GROUND FROM ANTENNA GROUND BUS BAR TO TIE INTO EXISTING ROOF GROUNDING SYSTEM (TYP OF (2) PLACES) O AWG ANTENNA AOUNGROUND D �0 ANTENNA GROUND BUS BAR(TYP OF3)SEDETAIL Ot 6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR YP OF 3) SEE DETAIL 5/E-2. O6 #6 AWG 70OMHz RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. O7 #6 AWG SURGE BOX SUPPRESSION GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. O8 #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. 0 #6 AWG GPS ANTENNA TO TIE INTO EXISTING SYSTEM GROUND RING. ROOF TOP GROUNDING NOTES 1. GC SHALL VERIFY (2) #2 AWG THHN GROUND LEADS FROM EACH OF SEVERAL REMOTE INDIVIDUAL BUSES TO BE COLLECTED AT ONE MAIN MGB AND FURTHER ROUTED TO BUILDING STEEL OR OTHER DESIGNATED BUILDING GROUNDING SYSTEM (FINAL DESIGNATED POINT OF GROUDNING TO BE COORDINATED WITH BUIDING OWNER). 2. ALL ROOF TOP GROUND LEADS SHALL BE THERMAOPLASTIC HIGH HEAT —RESISTANT NYLON —COATED (THHN). 3. WHERE APPLICABLE, GC'S ELECTRICAL SUBCONTRACTOR SHALL COORDINATE WITHE CM AND BUILDING OWNER ON TYING INTO EXISTING BUILDING GROUNDING SYSTEM FOR NEW ELECTRICAL & TELCO PANEL(S) AT SAME LOCATION AS EXISTING ELECTRICAL & TELCO SERVICE. GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES (WHERE APPLICABLE) 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 j/' FRICHA�D REGISTERED RED ITCT �B. HALL STATE SHINdTON EXPIRATION DATE OF THE LICENSE: 08/20/13 I— O O LLJ (/] Q � J W Q W � C) r T 1 W w O LL O r0 W REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 24"x36" NOT SCALE: USED 15 NOT USED 14 NOT USED NOT USED 1 1 "x 17" NOT SCALE: NOT TO SCALE TO SCALE 24"x36" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 24$'x36" SCALE: NOT TO SCALE 11 13 24"x36" SCALE: NOT TO SCALE 12 x 17 SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) O NEW 4"x 24"x 1 /4" thk COPPER GROUND O BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O moo 0 0 0 0 0 0 0 0 0 0 L01 1-01 24" FIELD VERIFY NOT USED NOT USED #2 SOLID WIRE BARE CADWELD TINNED COPPER - (TYPE-GL) GROUND BAR 24"x36" 11"x17" SCALE: NOT SCALE: NOT TO SCALE TO SCALE 11 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 10 24"x36" SCALE: NOT TO SCALE Q / 1 1 "x17" SCALE: NOT TO SCALE COPPER GROUND BAR ON WALL, ICE A BRIDGE, FLOOR OR ON ANTENNA TOWER OOO� c O� O OO�O O c O O *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO "*'� BUILDING SERVICE GROUND GROUND CONDUCTOR SHALL BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/WATER TANK GROUND BARS AT BOTTOM OF TOWERS/WATER TANKS STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED 8 GROUND WIRE INSTALLATION NOT USED NOT USED 24"x36" 11 "x17" SCALE: NOT SCALE: NOT TO SCALE TO SCALE 24"x36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 6 24"x36" SCALE: NOT TO SCALE "x17" 5 1 1 SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS 11 C6 TYPE VV TYPE VS TYPE VB TYPE PT %4b 14 TYPE CT TYPE GY TYPE GR TYPE GL NOT USED 4 NOT USED CADWELD GROUNDING CONNECTIONS NOT USED 24"x36 1 1 "xi 7 SCALE: NOT SC E: NOT TO SCALE TO SCALE 24"x36" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 3 24"x36" SCALE: NOT TO SCALE 1 1 "x17" 2 24"x36" SCALE: NOT TO SCALE ^T ^ SCALE: NOT TO SCALE 1 1 "x17" SCALE. NOT TO SC AI F at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICH -B. ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 O_ O �00 C7 Q •___ i W 00 U� (.%] Q W W Q >-- W W W w W O LL ro REVISIONS NO. DATE DESCRIPTION INITIAL A 10/14/11 ISSUED FOR PCD REVIEW RC 0 11/03/11 ISSUED FOR FINAL CONSTRUCTION RC 1 02/23/12 REV FINAL CONSTRUCTION DOC ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 I I -/ vie UIJULUJUI\l U I nLr\ I nl-\1v I n/11 vvnIk.,n rCLLhiI LJ 1 U l./1f\rC1r- m )LMVIULJ I J I NIU I LT I 'NU111bI I tU.