Loading...
12-101418, 12-101419PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REMOVING (2) EXISTING AT&T ANTENNAS AND ADDING (3) LTE PANEL ANTENNAS TO AN EXISTING ANTENNA PLATFORM W/ HANDRAILS. PLUS ADDITION OF (6) RRH UNITS MOUNTED BEHIND ANTENNAS (2) PER LTE PANEL ANTENNA, (1) RAYCAP SQUID MOUNTED AT ANTENNA LEVEL, (1) GPS ANTENNA WITHIN THE EXISTING FENCED COMPOUND AND (1) LTE EQUIPMENT RACK LOCATED WITHIN THE EXISTING AT&T EQUIPMENT SHELTER. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: RS9.6 BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: U, S-2 JURISDICTION: FEDERAL WAY CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION: (BASED ON NAD 83 LATITUDE: 47' 19' 6.999" N LONGITUDE: 122' 20' 9.999" W TOP OF STRUCTURE AGL: 150'-0" BASE OF STRUCTURE AMSL: TBD PARCEL NUMBER (S): 072104-9210 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: KING COUNTY FIRE DISTRICT #39 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 CONTACT: JIM HAMILTON PHONE: (253) 839-6234 TOWER OWNER: AT&T WIRELESS SERVICES 617 EASTLAKE AVE. E SEATTLE, WA 98109 TEAM LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342-6386 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 342-6390 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 RF ENGINEER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC WESTOWER PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 7525 SE 24TH STREET, SUITE 500 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 MERCER ISLAND, WA 98040 SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 819-4727 CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 PH: (206) 464-4402 EMAIL: RLEIGHTON®PTSWA.COM Your world. Delivered. SS19 L1617 FIRST AVENUE - FEDERAL WAY, WA 98003 j VICINITY MAP J.. 0 `j _ -- -A Pf i /T1 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 ONTOBEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 0.2 MI TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 5.0 MI TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND 10.7 MI AT EXIT 143, TAKE RAMP RIGHT FOR S 320TH ST TOWARD FEDERAL WAY 0.3 MI TURN RIGHT ONTO S 320TH ST 1.6 MI TURN RIGHT ONTO 1 ST AVE S 0.3 MI ARRIVE AT 1ST AVE S, FEDERAL WAY, WA 98003 APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE UR DISCLOSURE U I HER I HAN I HAI WHICH KELAI ES I U CAKKIEK SERVICES IS S I KIC; I LY F'RUHIHI I ED. 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 NORTH ELEVATION A-5 EQUIPMENT DETAILS RF-1 EXISTING & PROPOSED ANTENNA CONFIGURATIONS RF-2 RF DETAILS E-1 GROUNDING SCHEMATIC PLAN E-2 GROUNDING DETAILS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTRLICTION DRAWINGS 03-22-12 LEGAL DESCRIPTION THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01'04'36" WEST, 253.50 FEET; THENCE NORTH 68'51'51" WEST, 309.67 FEET; THENCE NORTH 55'05'50" WEST, 98.80 FEET; THENCE NORTH 01'13'46" EAST, 199.02 FEET TO A POINT ON THE NORTH LINE OF SAID NORTHEAST QUARTER, THENCE SOUTH 88'48'01 " EAST, 391.22 FEET ALONG SAID NORTH LINE OF THE NORTHEAST QUARTER TO THE POINT OF BEGINNING. ALSO EXCEPT THE EAST 40 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDER'S FILE NO.5331649. ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION BLK BLOCKING AIR CONDITIONING REQ REQUIRED RM ROOM CLG CEILING ID INSIDE DIAMETER RO ROUGH OPENING CLR CLEAR IN INCH CONC CONCRETE INFO INFORMATION SHT SHEET CONST CONSTRUCTION INSUL INSULATION SIM SIMILAR CONT CONTINUOUS INT INTERIOR SPEC SPECIFICATION IBC INTERNATIONAL SF SQUARE FOOT DBL DOUBLE BUILDING CODE SS STAINLESS STEEL DIA DIAMETER STL STEEL DIAG DIAGONAL LBS POUNDS STRUCT STRUCTURAL DN DOWN STD STUD DIET DETAIL MAX MAXIMUM SUSP SUSPENDED DWG DRAWING MECH MECHANICAL MTL METAL THRU THROUGH EA EACH MFR MANUFACTURE TNNG TINNED ELEV ELEVATION MGR MANAGER TYP TYPICAL ELEC ELECTRICAL MIN MINIMUM EQ EQUAL MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE VERT VERTICAL NIC NOT IN CONTRACT VIF VERIFY IN FIELD FIN FINISH NTS NOT TO SCALE FLUOR FLOURESCENT W/ WITH FLR FLOOR OC ON CENTER W/0 WITHOUT FT FOOT OD OUTSIDE DIAMETER WP WATER PROOF GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED AR HITECT RICHARD STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 h+i ~ 0 � O O O 1 cf) 00 Q � z � w c!� � J L� Q w O w r� May REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER TED . STTE PLAN APPROVAL. rennit Number: 1-1014103 -o - U V Approved B . •G� e Date: i ...._.._.. WlI1LIIRr[lt$: _ � l�l•� I�.P_riY,�,(� MAR 3 0 104,1 CITY OF FEDERAL WAY CDs GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. NOT USED 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSES) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. NOT USED 15. A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FIR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-227-2600. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION ) ) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. 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. SYMBOLS: i X GRID REFERENCE s= DETAIL REFERENCE f ELEVATION REFERENCE SECTION REFERENCE ___.._.._..._..__ CENTERLINE --- -- - --------- PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR - - TELEPHONE CONDUIT 1 - ELECTRICAL CONDUIT A.._.........._._....._..........._ COAXIAL CABLE 0/H_.... OVERHEAD SERVICE CONDUCTORS I:: ................__:.: ::,...:.:..:..::] GROUT OR PLASTER Y..................................._:...... F BRICK `...:....... �.....r......................... .......x.......:.......x.......:... llllll/1illli� (E) MASONRY CONCRETE EARTH - = GRAVEL PLYWOOD SAN D T �= WOOD CONTINUOUS WOOD BLOCKING STEEL (!` NEW -. EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD - GROUND BUS BAR • MECHANICAL GRND. CONN. m CADWELD ' GROUND ACCESS WELL =i `J ELECTRIC BOX TELEPHONE BOX 1y�... LIGHT POLE v FND. MONUMENT ° SPOT ELEVATION //..\ SET POINT REVISION at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC ---8828- REGISTERED i.f ARCHITECT i RICHARD B. ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 � O 00 w 0-) ::D Q � z � w U J LL Q w 0 w REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 11 EXISTING WALK UP ACCESS 6�> N 0 rn 0) w i� EXISTING PARK PARKING LOT ;7 EXISTING ,RKING LOT AT&T PROPOSES TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REMOVING (2) EXISTING AT&T ANTENNAS AND ADDING (3) LTE PANEL ANTENNAS TO AN -- 342 EXISTING ANTENNA PLATFORM W/ HANDRAILS. PLUS ADDITION OF --- (6) RRH UNITS MOUNTED BEHIND ANTENNAS (2) PER LTE PANEL ANTENNA, (1) RAYCAP SQUID MOUNTED AT ANTENNA LEVEL, (1) GPS ANTENNA WITHIN THE EXISTING FENCED COMPOUND AND (1) LTE EQUIPMENT RACK LOCATED WITHIN THE EXISTING AT&T EQUIPMENT SHELTER --1 1 - A x — ®El EXISTING rIRE STATION PARKING EXISTING ADDITIONAL CARRIERS EQUIPMENT LOCATIONS 00 a M PROPERTY LINE S88'47'53"E 351.22' O O• . � , \V . � \Jr u . 4Q <a a tj N EXISTING ASPHALT DRIVE 0 M N O M I � I O O O PROPERTY LINE N88'31'43"W 309.68' 24%36" SCALE: 1" = 20'-0" 1 1 %17" SCALE: 1" = 40'-0" 20 10 0" 20' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SE,R`: CES S STRICTLY PROHIBITED. W W IY (n to LEGEND — — SUBJECT BOUNDARY LINE — — — — — — RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE — — — — — — — — — — — — — ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE — ----- -- .;;---_.._-.-- , BURIED TELEPHONE LINE W W — w — w BURIED WATER LINE ss ss ss BURIED SANITARY SEWER -SD—SD—SD—BURIED STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — X—X —X —X —X— CHAIN LINK FENCE ��� WOOD FENCE — x — x — x — x — x — BARBED WIRE/WIRE FENCE TRANSFORMER -(?- FIRE HYDRANT LIGHT STANDARD N GATE VALVE © POWER VAULT 1B WATER METER ® UTILITY BOX Q FIRE STAND PIPE UTILITY POLE ❑ CATCH BASIN, TYPE I C-- POLE GUY WIRE (EO CATCH BASIN, TYPE II IT GAS VALVE n SIGN Ed GAS METER 0 BOLLARD En TELEPHONE VAULT o MAIL BOX 11 TELEPHONE RISER 234.21_ SPOT ELEVATION NOTE: PROPOSED AT&T ANTENNA MOUNT, LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS PARCEL NUMBER (S)• 072104-9210-01-003 LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01'04'36" WEST, 253.50 FEET; THENCE NORTH 68'51'51" WEST, 309.67 FEET; THENCE NORTH 55'05'50" WEST, 98.80 FEET; THENCE NORTH 01'13'46" EAST, 199.02 FEET TO A POINT ON THE NORTH LINE OF SAID NORTHEAST QUARTER, THENCE SOUTH 88.48'01 " EAST, 391.22 FEET ALONG SAID NORTH LINE OF THE NORTHEAST QUARTER TO THE POINT OF BEGINNING. ALSO EXCEPT THE EAST 40 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDER'S FILE NO.5331649. VICINITY MAP ti 2 SIc TT svv 3.1gin North to be determined by site survey (if possible). SITE PLAN I I 11'12�l REGISTERED JA�CHITECT ;�, , 21C ARD'U.-- 'ALI STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 1 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NIL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 r'\/I C�TIA 1^ A /- I IA IIT EXISTING AT&T UMTS ANTE EXISTING AT&T GSM ANTEN X EXISTING AT&T MOUNT PLA EXISTING AT&T TDMA ANTENNA TO BE REMOVED - EXISTING AT&T GSM(1900) ANTENNA TO REMAIN X EXISTING AT&T UMTS ANTE ISTING AT&T EQUIPMENT SHELTER STING AT&T UMTS CABINET STING HOFFMAN BOX UNTED TO WALL STING AT&T GSM CABINET STING AT&T EQUIPMENT RACK STING OTHER CARRIERS JIPMENT SHELTER STING ACCESS DOOR STING AT&T BATTERY RACK STING AT&T GSM CABINET STING AT&T POWER RACK STING ENTRY PORTS STING AT&T GPS ANTENNA EQUIPMENT SHELTER STING AT&T ICE BRIDGE EXISTING A/C UNIT North to be determined by site survey (if possible). 24"x36 SCALE: 1/2" = 1'-0" 1 1 "x 17" SCALE: 1 /4" = 1 ' - 0" 2' 1 ' 0" 2' EXISTING ENLARGED COMPOUND PLAN11 Fil y,.. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT RICH ARl�'B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 � o O 00 w °' z Q w � Q � w w Q w 0 w REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED COMPOUND PLAN SHEET NUMBER A-2 I HE NI-0HMAI IUN UUN IAIINLU IIN 1111J Jt I Ur LUNJ I KUI11 IUIN UUI.UIVILIV 15 IJ t KVt K t IHK T 01 VHI UIZL. HIV I UJL UIS UIJULUJUF\L U I flCf\ I F-IFiIV I F!/-\ "! Ill i i I\LV11 LJ V l 71\I\ILI\ JLI\vI LJ IJ J I I\Il l LI rRU"IDI I CV. NOTE: DC/FIBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). NOTE: PROPOSED AT&T ANTENNA MOUNT H-FRAMES, LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS EXISTING AT&T 2 PROPOSED Al F_ ON EXISTING ATTACHMENT . 3 PROPOSED Al ON EXISTING F- ATTACHMENT EXISTING AT& EXISTING AT&' 5 PROPOSED Al F- PANEL ANTEN 4 PROPOSED Al F- PANEL ANTEN PROPOSED Al 3 UNIT MOUNTEI F- ANTENNA PLA ATTACHMENT , EXISTING AT&' ANTENNA TO 2 PROPOSED Al MOUNTED ON F- PLATFORM MC AT ANTENNA 1 PROPOSED Al MOUNTED TO F- MONOPOLE Al PROPOSED Al ROUTE AT EX EXISTING AT& AT&T EQUIPMENT SHELTER 37 AT&T UMTS CABINET HOFFMAN BOX D TO WALL AT&T GSM CABINET ED AT&T (2) DC RUNS I FIBER RUN ROUTED ON INTERIOR CABLE TRAYS /ERIFY) ED AT&T LTE EQUIPMENT MOUNTED 1 EW EQUIPMENT RACK INSIDE AN AT&T EQUIPMENT SHELTER A-5 AT&T EQUIPMENT RACK OTHER CARRIERS -NT SHELTER ACCESS DOOR AT&T BATTERY RACK AT&T GSM CABINET AT&T POWER RACK ENTRY PORTS AT&T GPS ANTENNA 'MENT SHELTER D AT&T GIPS ANTENNA 6 'MENT SHELTER F- L-A1,31111v AT&T ICE BRIDGE EXISTING A/C UNIT North to be determined by site survey (if possible). 24"x36" SCALE: 1 /2" = 1 '-0" 1 1 "x 17" SCALE: 1 /4" = 1 ' -0" 2' it 0" 2' PROPOSED ENLARGED COMPOUND PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE O--iER THAN THA- .',- CH RELATES �RRIER SERVICES = -_ TLY PROHIBITED. at&t Your world. Delivered �-rC.-Mm PACIFIC TELECOM SERVICES, LLC '28 REGISTERED j' A . HITECT RICHARD B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 ~ 0 � o 00 LLJ C7 Q Z � W Q -I Li Q ly- LJ o LLJ LL REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NIL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED COMPOUND PLAN SHEET NUMBER A-3 NOTE: DC/FIBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). NOTE: PROPOSED AT&T ANTENNA MOUNT H-FRAMES, LTE ANTENNAS AND ALL MOUNTING HARDWARE, TO BE PAINTED TO MATCH EXISTING SITE CONDITIONS EXISTING FIRE STATION MICROWAVE ANTENNA EXISTING FIRE STATION MICROWAVE ANTENNA EXISTING ANTENNAS OF OTHER CARRIERS, TYP EXISTING ANTENNAS OF OTHER CARRIERS, TYP PROPOSED AT&T AWS RRH UNIT 2 MOUNTED ON EXISTING ANTENNA F- PLATFORM MOUNTING ATTACHMENT AT ANTENNA LEVEL PROPOSED AT&T 700 MHz RRH 3 UNIT MOUNTED ON EXISTING F_ ANTENNA PLATFORM MOUNTING ATTACHMENT AT ANTENNA LEVEL EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T GSM PROPOSED AT&T (1) RAYCAP SQUID 1 ANTENNA TO REMAIN MOUNTED TO THE EXISTING F_ MONOPOLE AT ANTENNA LEVEL EXISTING AT&T TDMA ANTENNA TO BE REMOVED PROPOSED AT&T LTE 4 PANEL ANTENNA F- EXISTING AT&T GSM ANTENNA TO REMAIN I PROPOSED AT&T LTE 5 EXISTING ANTENNA EXISTING ANTENNA PANEL ANTENNA F- PLATFORM EXISTING AT&T UMTS ANTENNA TO REMAIN PLATFORM I I w J O w I a_ EXISTING EXISTING AT&T GSM ANTENNA TO REMAIN _ a- PROPOSED AT&T (2) DC RUNS O o Z AND (1) FIBER RUN ROUTED I I 12 O 0 o WITHIN EXISTING MONOPOLE EXISTING AT&T UMTS ANTENNA TO REMAIN o I L w o (FIELD VERIFY) O Ln w I w O O n Z W Z Z I Li EXISTING AT&T 150'-0' I EXISTING AT&T 150'-0' Z HIGH MONOPOLE HIGH MONOPOLE Q Q -ld CD I Q z I o LiI z I cn 0 CD X CD w 0LL- o I o O a w I w �- 0 O Q w I EXISTING AT&T ICE BRIDGE z v EXISTING AT&T ICE BRIDGE EXISTING AWS 7'-0" HIGH EXISTING AWS 7'-0" HIGH CHAIN LINK FENCE CHAIN LINK FENCE I EXISTING AT&T SHELTER EXISTING AT&T SHELTER I XISTING AT&T GPS XISTING AT&T GPS I ANTENNA AT EQUIPMENT ANTENNA AT EQUIPMENT SHELTER SHELTER I I GRADE GRADE 0 -0" A.G.L. -0 '' A.G.L. 0 PROPOSED AT&T LTE EQUIPMENT 1 MOUNTED ON A NEW EQUIPMENT RACK INSIDE AN EXISTING AT&T A-5 EQUIPMENT SHELTER PROPOSED AT&T GPS ANTENNA 6 AT EQUIPMENT SHELTER F_ 24"x36" SCALE: 1" = 10'-o" EXISTING NOR-TH ELEVATION 1 " E: 1 " = 10'-0" ■■■�■�'■�' PROPOSED NORTH ELEVATION 2 11 %17" SCALE: 1" = 20'-0" 1 o 5 0 10' 24'� x36 SCALE: 10' 1 1 "x17" SCALE: 1"= 20'-0" 10 5 0 c-rT nc nnKlCTRII(TI(1N nocUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. REGISTERED 1r — .--- STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 ~ 0 � O O O V) 00 W cy) � Q z W � Q Q (� V LL � LL1 � 0 CD LLJ Ll- r0 REVISIONS NO. DATE I DESCRIPTION INITIAL A 09/29/20111 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE XISTING & PROPOSED NORTH ELEVATIO SHEET NUMBER A-4 THE INFORMAIIUN LVIviHnvr-u 11'4 x at&t Your world. Delivered PACIFIC TELECOM SERVICES, LLC -$ REGISTERED / ARCHITECT RIC `ARD B: ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 ~ 0 � O O 00 W 0-) Q z � � w Cis C/') cl� J Li Q W O Qp W II I-� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-,5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN I HAI WHICH KELAI E5 I U CAKKILK �DLKVIUL5 I�) 51 KIC I LY HKUHIUI I LU. PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF COAX COAX DIPLEXED ANTENNAS TILT TILT COAX LENGTH GSM 850 1 POWERWAVE 7860 0 0 TBD NONE 2 7/8" 150'-0" G8 115° 100'-0" GSM 1900 1 POWERWAVE 7262 0 0 TBD MHA CS72993.08 2 1-5/8' 150'-0" G9 UMTS 850 1 4 2 TBD NONE 2 1-5/8" 153'-0" 115° 100'-0" KATHREIN 742-264 YES U8—U9 UMTS 1900 1 3 2 TBD LGP 21401 2 7/8" 153'-0" LTE 115' 100'-0" 1 KMW AIVI—X—CD-17 0 0 TBD NONE 1 FIBER 153'-0" L7 —65—OOT SECTOR BETA AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF CO' COAX DIPLEXED ANTENNAS TILT TILT COAX LENGTH GSM 850 1 POWERWAVE 7860 4 0 TBD NONE 2 7/8" 150'-0" G8 235' 100'-0" GSM 1900 1 POWERWAVE 7262 0 2 TBD MHA CS72993.08 2 1-5/8" 150'-0" G9 UMTS 850 1 4 5 TBD NONE 151'-0" 235' 100'-0" KATHREIN 742-264 2 7/8 YES UMTS 1900 1 0 5 TBD LGP 21401 151'-0" U8—U9 LTE 235' 100'-0" 1 KMW AM—X—CD-17 5 0 TBD NONE 1 FIBER 153'-0" L7 —65—OOT SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF COAX COAX DIPLEXED ANTENNAS TILT TILT COAX LENGTH GSM 850 9 0 TBD NONE 1 7/8" 150'-0" G8 355° 100'-0" 1 KATHREIN 742-264 GSM 1900 4 0 TBD MHA CS72993.08 2 1-5/8" 150'-0" G9 UMTS 850 7 5 TBD NONE 1 1-5/8" 150'-011 355° 100'-0" 1 KATHREIN 742-264 YES U8—U9 UMTS 1900 0 5 TBD LGP 21401 1 1-5/8" 150'-0" LTE 355' 100'-0" 1 KMW AM—X—CD-14 12 2 TBD NONE 1 FIBER 150'-0" L7 —65—OOT IVV I CJ: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T ""T` "",T�"'"'^ r^ 1]r\IAIAI EXISTING AT&T (2)PROPOSED AT&' F- PANEL ANTENNA 4 PROPOSED AT&' F- PANEL ANTENNA r: 3 PROPOSED AT&' MOUNTED ON E F— PLATFORM MOUI ANTENNA LEVEL EXISTING AT&T ANTENNA TO RE 2 PROPOSED AT&' MOUNTED ON E F— PLATFORM MOUI AT ANTENNA LE 1 PROPOSED AT& MOUNTED TO TI F— MONOPOLE AT / EXISTING AT&T EXISTING AT&T tin R PROPOSED AT&T AWS RRH UNIT MOUNTED ON EXISTING 2 ANTENNA PLATFORM MOUNTING F_ ATTACHMENT AT ANTENNA LEVEL EXISTING AT&T GSM(850) ANTENNA TO REMAIN PROPOSED AT&T 700 MHz RRH UNIT MOUNTED ON EXISTING OF — ATTACHMENT ANTENNA PLATFORM MOUNTING AT ANTENNA LEVEL EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T 150'-0' HIGH MONOPOLE PROPOSED AT&T AWS RRH 2 UNIT MOUNTED ON EXISTING ANTENNA PLATFORM MOUNTING F— ATTACHMENT AT ANTENNA LEVEL PROPOSED AT&T 700 MHz RRH 3 UNIT MOUNTED ON EXISTING ANTENNA PLATFORM MOUNTING F— ATTACHMENT AT ANTENNA LEVEL EXISTING AT&T GSM(1900) ANTENNA TO REMAIN PROPOSED AT&T LTE 4 PANEL ANTENNA F— EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA COAX NUMBER OF COAX COAX LENGTH DIPLEXED GSM 850 115° 100'-0" 1 DOWERWAVE 7860 0 0 TBD NONE 2 7/8" 150'-0" G8 GSM 1900 1 OWERWAVE 7262 0 0 TBD MHA CS72993.08 2 1-5/8" 150'-0" G9 UMTS 850 115' 100'-0" 1 KATHREIN 7860 4 2 TBD NONE 2 1-5/8" 153'-011 YES U8-U9 UMTS 1900 1 742-264 3 2 TBD LGP 21401 2 7/8" 153'-0" SECTOR BETA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA COAX NUMBER OF COAX COAX LENGTH DIPLEXED GSM 850 235' 100'-0" 1 POWERWAVE 7860 4 0 TBD NONE 2 7/8" 150'-0" G8 GSM 1900 1 POWERWAVE 7262 0 2 TBD MHA CS72993.08 2 1-5/8" 150'-0" G9 UMTS 850 235' 100'-0" 1 KATHREIN 7860 4 5 TBD NONE 2 1-5/8" 151'-0" YES U8—U9 UMTS 1900 1 742-264 0 5 LGP 21401 2 7/8" 151'-0" SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA COAX NUMBER OF COAX LECOAX NGTH DIPLEXED GSM 850 355° 100'-0" 1 KATHREIN 742-264 9 0 TBD NONE 1 7/8" 150'-0" YES G8—G9 GSM 1900 4 0 TBD MHA CS72993.08 1 1-5/8" 150'-0" UMTS 850 355' 100'-0" 1 KATHREIN 742-264 7 5 TBD NONE 1 1-5/8" 150'-0" YES U8—U9 UMTS 1900 0 5 LGP 21401 1 1-5/8" 150'-0" 1 EXISTING AT&T GSM AKITCAI"IA T/l \IAIAI EXISTING AT&T UMTS EXISTING AT&T MOUI\ EXISTING AT&T TDMA TO BE REMOVED EXISTING AT&T GSM( ANTENNA TI10 REMAIN EXISTING AT&T UMTS EXISTING AT&T GSM(! F-- EXISTING AT&T GSM(850) ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T 150'-0' HIGH MONOPOLE EXISTING AT&T GSM(1900) ANTENNA TO REMAIN EXISTING AT&T TDMA ANTENNA TO BE REMOVED 24�'x36" SCALE: 1 /2'� = V-0�' PROPOSED ANTENNA CONFICLIRATION 1 24"x36" SCALE: 1 /2" = 1'-0" 11 x17 SCALE: 1/4 = 1 -0 2$ 1 1 opt 2 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' EXISTING ANTENNA CONFIGURATION 1 TUC It\IC(-I1DKAATI(-)N1 (V)nITAINICh IN TUIC QFT rlF7 rYINCTRI IrTInNi nr)(,I ]NAP -NIT'-, IC pR(1PRIP-TAPY RY N:ATI IRS ANY I ICp' r1R nigrI (lCI IRr7 r)TI-P-R THAN THAT 1A11-II(`I-I PP-1 ATf-C Tll r`ARRIF7R QPtQ\/1hCC IQ CTDI(`TI V D1)nLJIDITCfI at&t Your world. Delivered. ice- -ram PACIFIC TELECOM SERVICES, LLC —88�8 REGISTERED RCHITECT gggg� /1 F RICH ARD B._HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 f--- 0 � O OO LJ � Q � z � w ~ Q Q _1 �� w c0 L,J REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER f F-1 MECHANICAL AT&T GPS ANTENNA DOWNTILT BRACKET 11.8 10 5.9 1 7/8" O.D. PIPE MANUFACTURER: KMW COMMUNICATIONS° MODEL: AM-X-CD-14-65-OOT-RET (48") WEIGHT: 36.4 LBS® <= DIMENSIONS: 11.8" X 5.9" X 48.0'$ FREQUENCY: REFER TO RF DATA SHEET 0 0 N SITE PRO 1 PIPE TO 00 PIPE CLAMP SET 11.8 11.8 (PART# ACPO8K) 40 rn • y� rn �TOP y RF CONNECTOR, TYP FRONT SIDE REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. NOT USED NOT USED GPS MOUNTING DETAIL KMW ANTENNA SPECIFICATIONS 24"x36" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 8 24x36" SCALE: 1 1 "x 17" SCALE: NOT TO SCALE NOT TO SCALE 7 24"x36" SCALE: 1 "=V-0" 1 1 "x 17" SCALE: '-0" 6 24"06" SCALE: 3/4;;-1'-0" 5 1 2"=1 1 1 x 17" SCALE: 3 8 =1 -0" MANUFACTURER: KMW COMMUNICATIONS MODEL: AM-X-CD-17-65-OOT-RET (96") NOTE: NOTE: WEIGHT: 59.5 LBS RRH'S TO BE MOUNTED PER RRH'S TO BE MOUNTED PER DIMENSIONS: 11.8" X 5.9" X 96.0" MANUFACTURE SPECIFICATOINS MANUFACTURE SPECIFICATOINS FREQUENCY: REFER TO RF DATA SHEET MECHANICAL DOWNTILT 11.8 BRACKET 5.9f�� I ' � ��l�I, �-_ MONOPOLE �ij� _ 10 FRONTSOLAR a r STANDOFF SS BANDING o o O o cq SHIELD TOP 1 7/8" 0 PIPE INCLUDED p®Op 10.6" a IN MOUNTING KIT (#B1841) pp RAYCAP "SQUID DC 11.8 1 1.8 12 2" SURGE PROTECTOR `n 777� `n ° RRH MOUNTING PLAN :.._............_....__,�._......_; - B RAC K ETS - TOP BC TTOM o RF CONNECTOR, TYP _ .....__ CN - MONOPOLE REMOTE ELECTRICAL ° DOWNTILT ACTUATOR, TYP --- �_, " o MANUFACTURER: ALCATEL-LUCENT :; I ; , 1 7/8 PIPE INCLUDED IN `- MODEL: 9442 RRH 7O0MHz_15.5 (Lower Band) $ ISO VIEW MOUNTING KIT (#B1841) _ ;; .... ..................................................._.....__....... HEIGHT: 21 ' -mj _.........._................—"------ WIDTH: 12.2" ,> RAYCAP SQUID DC a-_ .....................---- DEPTH: 10.8" SURGE PROTECTOR WEIGHT: 51 LBS II _-............,1 77MANUFACTURER: LUCENT ALCATE iT L- (1 STANDOFF SS BANDING < .....---- "-" " MODEL: 9442 RRH AWS HEIGHT: 24.4 FRONT WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS FRONT SIDE ELEVATION KMW ANTENNA SPECIFICATIONS-4 RRH 70OMHZ DETAIL RRH AWS DETAIL RAYCAP SQUID DETAIL 24"x36" SCALE: 3/4"=1'-0" "x17" 24"x36" SCALE: "x17" 1 1/2"=1'-0" 3 24"x36" SCALE: 1 1/2;;-1'-0" 2 24"xi6" SCALE: 1" = 1'-0" 1 1 1 SCALE: 3 8"=1'-0" 11 SCALE: 3 4"=1'-0" _ '- 1 1 "x1 7" SC;AI F 1/?" = 1'-n" y at&t ° Your world. Delivered. �r PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED AR ITECT IRICHARD B _HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 h+1 ~ 0 � O 00 W 0-) Z Q W J tL Q r,, W o (_0 W rzle r� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NIL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF-2 THE INFORMATION CONTAINED IN I HIS SE I OF DUNS I KUC 1 IUN UUUUMtIN 15 Iti `H0I-'KIE IAKY BY NAI UKE. ANY USE UK UISCLUSUKE U I HEN I HAN I HAI WHICH KELAI ES 10 CA- BIER SERVICES IS STRICTLY PROHIBITED - Y THE INFORMATION CONIAINEL) IN I " I J J L I �F III NJ II I REGISTERED RICHA`RD B. HAL STATE OF WASKINGTOt EXPIRATION DATE OF THE LICENSE: 08120113 0 � O O W 0-) Q z � � w (I� Q r LL ry � w o (_o w Ll- REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JAI 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 NOT USED NOT USED NOT USED NOF, T USED 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 11"12 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% 24% 1/4" thk COPPER GROUND 0 BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Ig 0 0 0 0 0 0 0 0 0 0 0 0 UNDER CONDITIONS WHEN 00 0 0 0 0 0 0 0 0 0 0 GROUNDING IS ELECTRICALLY BONDED DIRECTLY TO METAL �ls 14 TOWER/MONOPOLE STRUCTURE, O 0 BASE OF TOWER BUS BARS 24" SHALL BE REMOVED W/ (2) #6 AWS GROUND LEADS BEING CAD WELDED DIRECTLY TO THE TOWER FIELD VERIFY AND CONTINUING TO BURIED GROUND PING WITHIN 4 UNDERGROUND TRENCH #2 SOLID _ NOT USED NOT USED WIRE o E TINNED ADWELD(TYPEG COPPER 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE 10 GROUND B A R 1 1 "x17" SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 24 x36 SCALE: NOT TO SCALE F #6 AWG FROM ANTENNA 11"x17" SCALE: NOT TO SCALE CABLE GROUND KIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER EXISTING ISOLATORS O no — IS O O 0 0 SHALL BE REMOVED WHEN GROUND BAR BONDEDTOELECTRICALLY 0 0 0 0 0 0 IUD 910 TOWER/MONOPOLE 0 STRUCTURE *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/LIGHT POLE GROUND BARS AT BOTTOM OF TOWERS/LIGHT POLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION NOT USED NOT g 7 6 USED 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 5 1 1 "x 17" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 11 "x 17 SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT 9 %4b E64 Q 14 TYPE GT TYPE GY TYPE GR TYPE GL NOT USED NOT USED CADWELD GROUNDING CONNECTIONS NOT 24"x36" SCALE: NOT TO SCALE 424"x36" SCALE. NOT TO SCALE 3 24"x36:: SCALE: NOT TO SCALE 2, USED 1 1 "x17 SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 24 x36" SCALE. NOT TO SCALE 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 13 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 1 1 "x17" SCALE: NOT TO SCALE REGISTERED STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/2011 ISSUED FOR PCD REVIEW RC 0 10/11/2011 ISSUED FOR FINAL CONSTRUCTION JA 1 03/22/2012 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2