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12-101422 PLANSYour world. Delivered. FFDERAL WAY BUENA PR-01 INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY ADDING (3) LTE PANEL ANTENNAS (1) PER SECTOR MOUNTED AT EXISTING FLUSH MOUNTS AT THE WATER TANK, (6) RRH UNITS (2) PER LTE PANEL ANTENNA, (1) FC12 FIBER/POWER JUNCTION BOX MOUNTED AT THE TOP OF THE EXISTING COAX ROUTE AT THE EXISTING WATER TANK, (3) SURGE PROTECTORS (1) PER LTE PANEL ANTENNA, (1) GPS ANTENNA MOUNTED AT THE EXISTING AT&T EQUIPMENT SHELTER AND LTE EQUIPMENT MOUNTED AT AN EXISTING 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: RS7.2 BUILDING CODE: )601 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: U, S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: UNSTAFFED TELECOIiAMUNICATION FAICKJTY PROPOSED USE: UNSTAFFED TELECOMMUNICATION FACILITY SITE LOCATION: (BASED ON NAD 83 LATITUDE: 47' 19' 29.05" N LONGITUDE: 122' 19' 33.59" W TOP OF STRUCTURE AGL: 96'-0" BASE OF STRUCTURE AMSL: 450'-0" PARCEL NUMBER(S): 0821049029 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: ROBERT LEIGHTON PH: (206) 464-4402 EMAIL: RLEIGHTON®PTSWA.COM PROPERTY OWNER: LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH FEDERAL WAY, WA 98063 CONTACT: STAN FRENCH PH: (253) 946-5410 TEAM LEAD: WESTOWER 75225 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 SE24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909-9454 PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819-4727 SS62 (WA-SC1949) 30929 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 VICINITY MAP DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE 475 FT TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 0.2 MI TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 5.0 MI TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND 7.6 MI AT EXIT 147, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR S. 272ND ST. 0.3 MI TURN RIGHT ONTO S 272ND ST 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-509 / PACIFIC HWY S 1.1 MI KEEP STRAIGHT ONTO WA-99 / PACIFIC HWY S 0.9 MI TURN RIGHT ONTO S 312TH ST 0.5 MI TURN RIGHT ONTO 8TH AVE S 0.1 MI ARRIVE AT 30929 8TH 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 SHALT_ CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED nni i nri nTl-!� Tn nAnnlrn C`rrn /InrC` IC` C`TnlnTl v nn�i IIF11Trn THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCIIUN UUcuMtNIJ 1`j HKUI-KILINKY dy IVHIUtCL. HINT UJC UFC UI JL. LU JU F\C VI F1LF ii iriiv r,i rri — -- iu u.viv w DRAWING INDEX PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTR.LICTION DRAWINGS SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING EQUIPMENT PLAN A-3 PROPOSED EQUIPMENT PLAN A-4 EXISTING & PROPOSED EAST ELEVATIONS A--5 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS , ABBREVIATION A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CEILING CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIAG DIAGONAL DN DOWN DET DETAIL DWG DRAWING EA EACH ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIN FINISH FLUOR FLOURESCENT FLR FLOOR FT FOOT GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HORZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING ID INSIDE DIAMETER IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDING CODE LBS POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS RO ROUGH OPENING NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER 03-22-12 LEGAL D ESCR.I PTI ON PARCELA: THE SOUTH HALF OF NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8, AND EXCEPT THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8, AND EXCEPT THE EAST 30 FEET AND TOGETHER WITH THE WEST 30 FEET AND THE SOUTH 30 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8; AND FURTHER EXCEPTING THE WEST 147 FEET OF THE EAST 177 FEET OF THAT PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, DYING NORTHERLY OF THE SOUTH 30 FEET THEREOF. RM PLAN APPROVAL Permit Numbwe: J 2-101422 - t t -r Approve,i •Bv: Date: ANJ2 CommeT PLYWD PLYWOOD PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED REQ REQUIRED RM ROOM SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STUD SUSP SUSPENDED THRU THROUGH TNNG TINNED TYP TYP I CAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/0 WITHOUT WP WATER PROOF � rS PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT IC AR B. LL STATE OF WASHIN TON EXPIRATION DATE OF THE LICENSE: 08/20113 F� 0 o 0 o cn 00 ( � w Q 1 LLI Q Q I- �� 00 Q N �00� w o w Li -- REVISIONS NO. DATE DESCRIPTION ITIAL A 09/29/11 ISSUED FOR PCD REVIEWRC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTIONRC [NL 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 (DECEIVED MAR 3 U 2012 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 LICENSE(S) 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 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-227-2600. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION 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. SYMBOLS: I GRID REFERENCE DETAIL REFERENCE (- -V ELEVATION REFERENCE ..- SECTION REFERENCE GROUND CONDUCTOR --- - TELEPHONE CONDUIT - ----- ELECTRICAL CONDUIT ., .........._._-_ __.... COAXIAL CABLE i- OVERHEAD SERVICE CONDUCTORS I ..:::...._.._........._:.��IGROUT OR PLASTER (E) BRICK //ll%1l%Iflllflll//I (E) MASONRY CONCRETE EARTH ``, <';`:' '' • GRAVEL PLYWOOD il�I'lLr�1�I] SAND WOOD CONTINUOUS l WOOD BLOCKING STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA ;f GROUND ROD GROUND BUS BAR • MECHANICAL GRND. CONN. 0 CADWELD GROUND ACCESS WELL E ELECTRIC BOX TELEPHONE BOX LIGHT POLE FIND. MONUMENT SPOT ELEVATION SET POINT REVISION PACIFIC TELECOM SERVICES, LLC -8� REGISTERED ARCHITECT V ICHARD B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 0 O O 00 ( w Q C!] z 3� w Q Q 0000 Q N No o w � w REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-1 TI II If`Irn A (`(-)NlC�TDI I(`Tlnt\I nO('I IAA T A DV DV KIATI IDC Af\IV I IC`C no I"11 C`/'`I nCl IDC /ITLJCD-FJAI\I TIJAT IA/LJ I(`LJ C]CI ATCC Tn /-`A DDI Co CCU\/1 /"ACC` ICE C`Tnll�Tl v nn/'ll IInITrn IL II VI VI\IVI/\IIVIv vvly l/v. Iivl v..,� v�� v�.�v�v.�v�.� vi�r��. ���r .�. ��i, .� ..i ilvll i\r_v .LI I I\1J111 LJIILV. 17 ZONED R� 7.2 h�c�� 1 EXISTING ll J (> 16 I TREES AREA TL#082104- 905� �- ZONED RS 7.2 -� �� ) KC �8006� �� 8211150795 J � � � �I � ) ZONED R��� 7.2 I LOT 2 LOT 1 15 u �� _ PROPERTY LINE S 88°52 09 E 450.34 14 �51 1> ................., ----....._._ �( ; --....... _........... - --- __ _ _ =\ l STORM WATER 1 2 DETENTION FACILITY A- -3 I �J) \� - I `� I 0' 7,0 S T PACK L �■■■■■m'■■■■■■■■■■ W'yN ■■■ ■►+ k l �` i % ; �� _ �, .�i' .1 ■ I ! f �� �� TL#082104-9105 - - I ; PARCEL B ZONED RS 7.2 ", - PARCEL A III I C �; I>Lj W �. TL#082104-9029 \ `\ ■ // i ; ,' ) `� °' o i X - r-------- _.... i ■ �J Z (I ( /' % �/` \•',• \ \ / /� ■ EXISTING AT&T EQUIPMENT SHELTER LOCATION J i \ EXISTING I /� \ \� °' I " `` \•� WATER TANK16'-9 S��CK LLJ 1 L�x;��j% :PROPERTY LINE '`� �, �LLI' m `� / ) S 88°52'23" E ■ ■ A-4 S 88*52'23" E 120.00' 33.28' ---�00 I S 88'52 23 E 135.14' ■ ; , ■ JJ ���\ x TL#082104-9128 : �. / ■ ��� -� ��� _ ��-� x c AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED co �• \ , _- . TELECOMMUNICATION FACILITY BY ADDING (3) LTE PANEL `� w Lc) I z l C ANTENNAS (1) PER SECTOR MOUNTED AT EXISTING FLUSH (� / ,, �, `� I EXISTING j "_' MOUNTS AT THE WATER TANK, (6) RRH UNITS (2) PER l x w l \ \ �� ; ; ; j WATER j w I LTE PANEL ANTENNA, (1) FC12 FIBER/POWER JUNCTION TANK BOX MOUNTED AT THE TOP OF THE EXISTING COAX ROUTE i w I - CL ll I I I ; ; ;\ I N( AT THE EXISTING WATER TANK, (3) SURGE PROTECTORS J J) x coy o J) i - 1 PER LTE PANEL ANTENNA, (1) CPS ANTENNA J > a J x MOUNTED AT THE EXISTING AT&T EQUIPMENT SHELTER 1 I N -AND LTE EQUIPMENT MOUNTED AT AN EXISTING RACK \ 0 L u LOCATED WITHIN THE EXISTING AT&T EQUIPMENT SHELTER R i I I z I , 11 Il 0'-0" SET BACK x V. X _•�, �[A S 88'52'37" E 147.00' » ' i N 88 52 37 E 135.12 �---,,, O X � �- � o�""'�"�J -4 1 0'-0" SET BACK PROPERTY LINE N 88'52'37" E 630.45" EXISTING BUILDING TL#082104-9207 ZONED RS 7.2 EXISTING BUILDING 4� 1' EXISTING GRAVEL / DIRT ACCESS ROAD EXISTING BUILDING 0 I W LLJ Q H 00 00 0 N IO 0 V) SOUTH 309TH PLACE LEGEND - - SUBJECT BOUNDARY LINE - - - RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE u .....................VF, BURIED POWER LINE BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE ................... UCT ...........:....._........ U�_ ............................ ; - .. 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 ❑ E -' WOOD FENCE x — x — x — X — x — BARBED WIRE/WIRE FENCE TRANSFORMER -(�- FIRE HYDRANT LIGHT STANDARD N GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX jC� FIRE STAND PIPE UTILITY POLE ❑ CATCH BASIN, TYPE I E­ POLE GUY WIRE @ CATCH BASIN, TYPE II M GAS VALVE n SIGN 0 GAS METER 0 BOLLARD [:n TELEPHONE VAULT o MAIL BOX cl TELEPHONE RISER 234.21 SPOT ELEVATION PROPOSED AT&T ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. PARCEL NUMBERS 0821049029 LEGAL DESCRIPTION: PAR C E LA: THE SOUTH HALF OF NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8, AND EXCEPT THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8, AND EXCEPT THE EAST 30 FEET AND TOGETHER WITH THE WEST 30 FEET AND THE SOUTH 30 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8; AND FURTHER EXCEPTING THE WEST 147 FEET OF THE EAST 177 FEET OF THAT PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH. RANGE 4 EAST, WILLAMETfE MERIDIAN, DYING NORTHERLY OF THE SOUTH 30 FEET THEREOF. VICINITY MAP SITE ; C s 2 T North to be determined by site survey (if possible). 24"x36" SCALE: 1 /32" = 1'-0" OVER-ALL SITE PLAN 1 1 "x 17" SCALE: 1 /64" = V-0" 32' 24' 16' 8' 0" 32' at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC _8828 REGISTERED ARCHITECT �F R CHA HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 �1 0 0 r o 00 ( W Q z � W Q� Q �-� 00 Q N �0:� w N � 0-) W (� O W Cf] h� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NAI UKE. ANY USE UK DISCLOSUKE U I HEK I HAN I HAI WHICH KELAI 15 I U UAKKILK t)LKVIULJ I5 51 r lIU I LY HKUHIIJI I LU. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8 REGISTERED ARCHITECT /RICHARD B. LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 �1 0 O 00 �J w z 3: LLJ Q Q 00 Q N No � L'J C!] 0 LL cry REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING EQUIPMENT PLAN SHEET NUMBER A - 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. EXISTING AT&T COAX CABLES ROUTED AT EXTERIOR OF WATER TANK BELOW ANTENNAS EXISTING WATER TANK ACCESS LADDER EXISTING AT&T UMTS ANTENNA TO REMAIN (TYP. OF 3, (1) PER SECTOR) PROPOSED AT&T AWS RRH UNIT 2 MOUNTED AT EMPTY MOUNT (TYP. OF 3, 1 PER SECTOR) F 'ROPOSED AT&T SURGE SUPPRESSION 1 TYP. OF 3, 1 PER SECTOR) MOUNTED kT EMPTY MOUNT F- PROPOSED AT&T 70OMHz RRH UNIT 3 MOUNTED AT ANTENNA FLUSH MOUNT AT EMPTY MOUNT (TYP. OF 3, 1 F- PER SECTOR) PROPOSED AT&T LTE PANEL 4 ANTENNA MOUNTED AT EMPTY MOUNT (3) TOTAL, (1) PER SECTOR F- EXISTING AT&T GSM ANTENNA TO REMAIN (TYP. OF 3, (1) PER SECTOR) EXISTING AT& EXISTING AT& 6 PROPOSED A F- EXISTING C01` PROPOSED A FIBER RUN F CABLE TRAYS 1 PROPOSED A A-5 AT AN EXISTI EXISTING EQL EXISTING AT& EXISTING AT8 EXISTING AT8 EQUIPMENT ( EXISTING AT8 EQUIPMENT ( EXISTING ATE EXISTING ATE EXISTING ATE EXISTING ATE DISCONNECT EXISTING ATE SHELTER AC( EXISTING ATE SHELTER AC( EXISTING ATE GENARETOR EXISTING AT2 PROPOSED AT&T FIBER/POWER JUNCTION 2 BOX, MOUNTED AT EXISTING WATER TANK A-5 1 no—n" PROPOSED AT&T ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. North to be determined by site survey (if possible). PROPOSED EQUIPMENT PLAN I I as4LN at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT (CHAR $. HAL'1 ESTATE OF WASHII ?GTON EXPIRATION DATE OF THE LICENSE: 08/20/13 �+ 0 O 00 w Q C!] z w Q Q Q U 00 Q N �� w 00 �] 0 LL CJ] REVISIONS NO. DATE I DESCRIPTION INITIAL A 09/29/111 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED EQUIPMENT PLAN SHEET NUMBER A-3 )F CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES -0 CARRIER SERVICES IS STRICTLY PROHIBITED. PROPOSED AT&T ANTENNAS, MOUNTING HARDWARE, AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 4 PROPOSED AT&T LTE PANEL ANTENNA F- MOUNTED AT EMPTY MOUNT TOP OF WATER TANK 96'-0" A.G.L. TOP OF PROPOSED AT&T PANEL ANTENNA ARRAY Y 81'-4" A.G.L. RAD CENTER OF PROPOSED AT&T LTE PANEL ANTENNA ARRAY _ 77'-0".. A.G.L. IA- 1 � PROPOSED AT&T (2) DC RUNS AND (1) . POWER RUN TO BE ROUTED WITH EXISTING ` CONDUIT (CONTRACTOR TO FIELD VERIFY AVAILABILITY OF EXISTING CONDUIT) {5- fr �r t I� -EXISTING WA ,. 11ER.. TAN K EXISTING CABLE TRAY GRADE 0'-0"f EXISTING AT&T SHELTER GENARETOR PLUG EXISTING AT&T METER 1 PROPOSED AT&T LTE EQUIPMENT MOUNTED AT A-5 AN EXISTING RACK LOCATED WITHIN THE EXISTING_ EQUIPMENT SHELTER EXISTING AT&T GPS ANTENNA 6 PROPOSED AT&T GPS ANTENNA F- EXISTING BOLLARD EXISTING DOG HOUSE EXISTING AT&T UMTS ANTENNA TO REMAIN (TYP. OF 3, (1) PER SECTOR) 3 PROPOSED AT&T 70OMHz RRH UNIT _ MOUNTED AT EMPTY MOUNT (TYP. F OF 3, 1 PER SECTOR) 2 PROPOSED AT&T AWS RRH UNIT MOUNTED AT EMPTY MOUNT F- (TYP. OF 3, 1 PER SECTOR)— 5 PROPOSED AT&T LTE PANEL ANTENNA F- MOUNTED AT EMPTY MOUNT EXISTING AT&T GSM ANTENNA TO REMAIN (TYP. OF 3, (1) PER SECTOR) PROPOSED AT&T SURGE SUPPRESSION (TYP. OF 3, 1 PER SECTOR) MOUNTED 1 F- AT EMPTY MOUNT r i EXISTING AT&T UMTS ANTENNA TO DC►AAW /Tvn nC z /1\ mr'n crn-rnn\ 24"x36" SCALE: 3/32" = 1'-0" 1116?11,dW I 24"x36" SCALE: 3/32" = 1'-0" 1 1 %17" SCALE: 3/64" = V-0" 8' 4' 0" 8' PROPOSED EAST ELEVATION 2, 1 1 "x17" SCALE: 3/64" = V-0" 8' 4' 0" 8' EXISTING EAST ELEVATIOND:1 at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC $�$ REGISTERED j' ARCHITECT /RICHAR B. A L STATE OF ON EXPIRATION DATE OF THE LICENSE: 08/20/13 I� D 0 0 o 00 w Q z � � w Q Q 00 Q N No o w J w REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/111 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EAST ELEVATIONS SHEET NUMBER A-4 I HE INI-OHMAI IUN UUN IAINLU IN I F115 Jt I UI- l-UIVJ I NUI I IUN UUI,UMILIN I J IJ Y KVt Klt IHK T CST IVf-11 UKt. /-HIV T UJC UK UIJ�.LUJUF�C U 1 nGR I Maly 1 nr\1 VVnl�,n FCCLhtI 1=J 1 U �-/-\FAML-R JLI-\VI�.CJ 13 J 1 R'r, I LT I--KUr110I 1 LU. 17.93" 0 U0 PROPOSED MOUNTING ASSEMBLY TO BE REVIEWED AND APPROVED BY WATER DISTRICT CONSISTING OF: MOUNTING ASSEMBLY OPTION A: (4) 3/8" DIA NON —HEAT PENETRATING STUD WELDS AFFIXED DIRECTLY TO WATER TANK EXTERIOR MOUNTING ASSEMBLY OPTION B: (4) 3/8" DIA NON —HEAT PENETRATING STUD WELDS SHOP WELDED TO EACH OF (4) 3" WIDE X 6" LONG X 1 /4" THICK STEEL PLATES AFFIXED DIRECTLY TO WATER TANK EXTERIOR W/ WATER DISTRICT APPROVED EPDXY ADHEASIVE (BELZONA 1111 OR EQUAL W/ GC STRICTLY ADHEARING TO EPDXY APPLICATION SPECS IN TERMS OF SURFACE PREP, TEMPERATURE, ADHEARANCE COMPRESSION STABILIZATION AND TESTING IN THE "X" AND "Y" DIRECTION MEETING MINIMUM PERFORMANCE CRITERIA) MANUFACTURER: RAYCAP MODEL: DC6-48-60-0-1 E FIBER POWER CONNECTOR FIBERZPOWER JUNCTIN BOX DETAIL 24"x36" SCALE: 3" = 1'-0" 2 1 1 "u 1 7" grAI F• 1 1 /9" = 1'—n" TOP CONNECTION IS NOT REQUIRED WHERE TOTAL EQUIPMENT WEIGHT IS LESS THAN 800 LBS DC POWER [EMPTY] DC/DC CONVERTER - RAYCAP SURGE ALU/BBU (9926) - FIBER CABLE ENCLOSURE - FUTURE ALU/BBU i TELCO U CABINET LAYOUT DIAGRAM STANDARD 19"/23" INDOOR RACK (VERIFY) 1/2" DIA HILTI KWIK BOLT TZ W/ 2" MIN. EMBED INTO CONCRETE ROOF/FLOOR. USE 1 /2"DIA X 6" LONG LAG CREWS INTO WOOD ROOF/FLOOR MEMBERS/BLOCKING SEE DETAIL 4, THIS SHEET RAYCAP DC-48-60—RM SEE DETAIL 2, THIS SHEET SEE DETAIL 3, THIS SHEET MAKE: MID ATLANTIC PRODUCTS INC.'. MODEL: RL10-45 HEIGHT: 84.00" TOP WIDTH: 5.50" FRONT WIDTH: EXTERIOR 19.62" INTERIOR 17.79" SIDE WIDTH: 3.00" LEG WIDTH: 6.00" EA. SIDE WEIGHT: 40 LBS MAX CAPACITY: 1600 LBS LTE EQUIPMET RACK DETAILS 24"x36" SCALE: NOT TO SCALE 1 "x17" SCALE: NOT TO SCALE at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT RICHA�D B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 F� 0 O 00 W Q w Q Q 00 Q N CNQ N L�J 0-)� (� O 1 1� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED WEST ELEVATIONS SHEET NUMBER A-,5 THE INFORMATION CONTAINED IN THIS SE I OF UUNS I NUU I IUN UUUUMLN I S 15 F'KUF'KIL IAKT bT INAI UFCL. ANT UJL UK UIJULUJUNL U I NLK I r AIN MAI Wr1ll 11 KLL/AI LJ 1 U I HKKILK JLKM tJ I�) J I NIW LT rKUnlrsl l tu. EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 150' 77'-0" 1 KATHREIN 742-265 8' 0' TBD NONE 1 1-5/8" 180'-0" YES (G8—G9 ) GSM 1900 5' TBD LGP 21403 1 1-5/8" 180'-0" UMTS 850 150' 77'-0" 1 KATHREIN 742-265 2' 0' TBD NONE 1 1-5/8" 180'-0" YES (U8—U9) UMTS 1900 5' TBD LGP 21401 1 1-5/8" 180'-0" LTE 150° 77'-0" 1 KMW _ _ nnT 6' 0' TBD TBD 1 FIBER 180'-0" L7 SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 315' 77'-0" 1 KATHREIN 742-265 5' 0' TBD NONE 1 1-5/8" 240'-0" YES (G8—G9) GSM 1900 3' TBD LGP 21403 1 1-5/8" 240'-0' UMTS 850 315' 77'-0" 1 KATHREIN 742-265 0' 0' TBD NONE 1 1-5/8" 240'-0" YES (U8—U9) UMTS 1900 3' TBD LGP 21401 1 1-5/8" 240'-0" LTE 315' 77'-0" 1 KMW _ _onT 7' 0' TBD TBD 1 FIBER 240'-0" L7 SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 40" 77'-0" 1 KATHREIN 742-265 8' 01 TBD NONE 1 1-5/8" 180'-0" YES (G8—G9) GSM 1900 5° TBD LGP 21403 1 1-5/8" 180'-0" UMTS 850 40' 77'-0" 1 KATHREIN 742-265 9° 0° TBD NONE 1 1-5/8" 180'-0" YES (U8—U9) UMTS 1900 5° TBD LGP 21401 1 1-5/8" 180'-0" LTE 40° 77'-0" 1 KMW 14' 0° TBD TBD 1 FIBER 180'-0" L7 EXISTING AT&T GSM ANTENNA TO REMAII 4 PROPOSED AT&T LTE F_ PANEL ANTENNA 2 PROPOSED AT&T AWS RRH UNIT F— AT EMPTY MOUNT EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T GSN ANTENNA TO REMAI PROPOSED AT&T 3 70OMHz RRH UNIT F— AT EMPTY MOUNT -PROPOSED AT&T 1 SURGE SUPPRESSION _ AT EMPTY M NT F EXISTING AT&T UMTS ANTENNA TO REf 2 PROPOSED AT&T F— AWS RRH UNIT AT EMPTY MOUN' 3 PROPOSED AT&T F— 70OMHz RRH UN AT EMPTY MOUN 1 PROPOSED AT&T F_ SURGE SUPPRE EMPTY MOUNTSS 5 PROPOSED AT&T F— PANEL ANTENNA -I N G AT&T l NNA TO REI��„��� EXISTING AT&T UMTS ANTENNA TO REMAIN PROPOSED AT&T AWS RRH 2 UNIT AT EMPTY MOUNT F— PROPOSED AT&T 1 SURGE SUPPRESSION AT EMPTY MOUNT F— PROPOSED AT&T 3 70OMHz RRH UNIT AT EMPTY MOUNT F— PROPOSED AT&T LTE 4 PANEL ANTENNA F— s Qo_� -\ % �s o. EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 150' 77'-0" 1 KATHREIN 742-265 8' 0' TBD NONE 1 1-5/8" 180'-0" ( YES ) G8—G9 GSM 1900 5' TBD LGP 21403 1 1-5/8" 180'-0" UMTS 850 150' 77'-0" 1 KATHREIN 742-265 2' 0' TBD NONE 1 1-5/8" 180'-0" YES (U8-1.19) UMTS 1900 5' TBD LGP 21401 1 1-5/8" 180'-0'° SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 315' 77'-0" 1 KATHREIN 742-265 5' 0' TBD NONE 1 1-5/8" 240'-0" YES (G8—G9) GSM 1900 3' TBD LGP 21403 1 1-5/8" 240'-0" UMTS 850 315' 77'-0" 1 KATHREIN 742-265 0' 0' TBD NONE 1 1-5/8" 240'-0" YES (U8—U9) UMTS 1900 3' TBD LGP 21401 1 1-5/8" 240'-0" SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 40" 77'-0" 1 KATHREIN 742-265 8° 0' TBD NONE 1 1-5/8" 180'-0" YES (G8—G9) GSM 1900 5' TBD LGP 21403 1 1-5/8" 180'-0" UMTS 850 40° 77'-0" 1 KATHREIN 742-265 9° 0' 1TBD TBD NONE 1 1-5/8" 180'-0" YES (U8—U9) UMTS 1900 1 5° LGP 21401 1 1-5/8" 180'-0" EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T GSM 7 ANTENNA TO REMAIN y G� so. EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN 24"x36" SCALE: 3/8" = 1'-0" PROPOSED ANTENNA CONFIGURATION 2 2411x36„ SCALE: 3/8"=—11'-0" �� EXISTING ANTENNA CONFIGLIRATION 1 1 1 "x 17" SCALE: 3/ 16" = 1'-0" 2' 1' 0" 2' 1 1 x 17 SCALE: 3/ 16 —0 2' 1 0 2 n-r inn iini i nri n� ADDICD CCD\/I /'`CC IC CTDI(`TI V r)0nU1DITCfI at&t Your world. Delivered., PACIFIC TELECOM SERVICES, LLC REGISTERED f' ARCHITECT ICHARD B. LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 O r O 00 O Q J] z w Q Q 00 Q w N 0 � o w (� 0 w C/] I� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER f F-1 THE INFORMATION CONTAINED IN THIS SET OF CONS I KUC I IUN UUUUMtIN I J 15 F'KUh'Klt IANT by IVHI UKL. HIV I UAL UR UIJULU�1 11 1-1 11 , • � • �� MANUFACTURER: KMW COMMUNICATIONS MODEL: AM—X—CD-17-65—OOT—RET (96") WEIGHT: 59.5 LBS DIMENSIONS: 11.8" X 5.9" X 96.0" FREQUENCY: REFER TO RF DATA SHEET RF CONNECTOR, TYP —� REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP MECHANICAL DOWNTILT BRACKET 11.8 FRONT SIDE III Iln�n�ll 12.2" NOT USED7 24"x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE O N NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS r K� Sol SHI RRF MOUNTING BRACKETS MANUFACTURER: ALCATEL—LUCENT MODEL: 9442 RRH 70OMHz-15.5 (Lower Band) HEIGHT: 21 " WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS 0 I N KMW ANTENNA SPECIFICATIONS RRH 70OMHZ DETAIL 24"x36" SCALE: 3/4"- l'—O" 4 24"x36" SCALE: 1 1 /2"= V-0" 3 1 1 'x 17" SCALE:3/8 =1 —0 1 1 x 17" SCALE: 3/4 =1 —0 AT9,.T GPS ANTENNA :- SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) OF ANTENNA MUST HA SKY AND CANNOT HA tAC:ttuING 25% OF THE SURFAC HEMISPHERE AROUND THE GPS 2. ALL GPS ANTENNA LOCATIONS M RECEIVE CLEAR SIGNALS FROM � FOUR (4) SATELLITES. VERIFY WI BEFORE FINAL LOCATION OF GPE GPS MOUNTING DETAIL TOP 10.6" 24"x36" SCALE: 1 "=1 '—O" 1 1 "x 1 7" SCALE: 1 /2"=1 '-0" NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS !C MANUFACTURER: ALCATEL—LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS MANUFACTURER: KMW COMMUNICATIONS MODEL: AM—X—CD-16-65—OOT—RET (72") WEIGHT: 48.5 LBS DIMENSIONS: 11.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET iswal TOP RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, 111 11 R MECHANICAL DOWNTILT BRACKET 11.8 ,_ --\ ,.5.9 FRONT SIDE KMW ANTENNA SPECIFICATIONS4 24"x36" SCALE: 3/4"— l '—O" 1 1 "x17" SCALE:3/8"=1'-0" MOUNTING PIf MANUFACTURER: RAYCAP MODEL: DC2-48-60-0-9E SURGE PROTECTOR JT SECURED JNTING PIPE NG PIPE RRH AWS DETAIL�, SURGE BOX DETAIL 24"x36" SCALE: 1 1/2"=1'-0" 24"x36" SCALE: 1 1/2"=1'-0" 1 „ " " > /r tnr. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC �t3�28 REGISTERED ARCHITECT RICHARD B. ALL s' STATE OF WASNt GTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 O O 00 �---+ 0-) ( , W v � Q W Q Q 00 Q N W 0) 1, (� � O REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NIL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF- TI- —-nITn II I r r I K I TI (`I IA A E-K 1-r� DC /ITLJ CD TLJANI TLJAT 1A/LJ I(`LJ ECI ATrC` T(1 (`A DDICD T \1 nnnl IlnlTrfl Il_ IVI VI\VIiIIIVIV UVIV 1/-lI1VLV IIV II IIJ JLI VI VVIV.�II\vvllvly vvvv�ri �� IJ IJ I I\V1 1\I�1/�I\I v/ ... ./vly�. /Ilyl v..+� vIr Vl.�vl_v..�v��� vlll�l. II i•.ir ii �•.� rr��i vll I�I_v rl V.� I� v.�.i ri�ir .�`lyyly V.� IJ J11\III LI I I\V111 VII LV. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828, REGISTERED i ARCJiITECT i r C ARD HA L t TATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 �1 �-+ 0 O 00 w Q C!] z � w Q Q 00 Q N N� w N C:� 0 w 0 L.- I� REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 THE INFORMATION CONTAINED IN THIS SET OF CONSIRUC IUN IJUUUM�-NIS IS NKUf-'KILIANT bT NAIUKL. HNt UJr- Uri U13k LUJURG UIrlLi\ III/11V IIIflI YYIIIVI I I\LLfIILJ . -"\.\.-.\ -•��- ,,-, . ,- NOT USED NOT USED NOT USED NOT USED 15 14 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE "x17" "x17" 1 1 "x17" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 11 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 O O O O O O O O O O O O O O O O O 0 O O O 000 0 O O O O O O O O O O O O O O O O O O O O O O O Cp 0 Loj UNDER CONDITIONS WHEN GROUNDING IS 24" ELECTRICALLY BONDED DIRECTLY TO METAL TOWER/MONOPOLE STRUCTURE, BASE OF FIELD VERIFY TOWER BUS BARS SHALL BE REMOVED W/ (2) #6 AWS GROUND LEADS BEING CAD WELDED DIRECTLY TO THE TOWER AND CONTINUING TO BURIED GROUND RING WITHIN = #2 SOLID BARE TINNED COPPER NOT USED NOT USED UNDERGROUND T R'=NCH WIRE CADWELD (TYPE-GL) GROUND BAR (� 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE SCALE: NOT TO SCALE 10 24"x36" 11"x17" SCALE: NOT SCALE: NOT TO SCALE TO SCALE J 11 x17 SCALE: NOT TO SCALE 11"x17" #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER EXISTING ISOLATORS SHALL BE REMOVED O 0 O O 0 WHEN GROUND BAR IS ELECTRICALLY O O O o O 0 O O 0 BONDED TO METAL TOWER/MONOPOLE 0 STRUCTURE J *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL BUILDING SERVICE GROUND Ff BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATIONJ NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE V 24"x36" SCALE: NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 6 24"x36" "x17 SCALE: NOT TO SCALE 5 1 1 x17 SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 1 1 x17" SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS ih C4 : t TYPE VV TYPE VS TYPE VB TYPE PT 0 O TYPE GT TYPE GY TYPE GR TYPE GL NOT USED NOT USED CADWELD GROUNDING CONNECTIONS NOT USED 24"x36" SCALE: NOT TO SCALE 4 24"x36" SCALE: NOT TO SCALE 3 24"x36" SCALE: NOT TO SCALE 2 "x17" [' 24"x36" SCALE: NOT TO SCALE 1 "x17" 1 1 %17" SCALE: NOT TO SCALE 1 1 1 x17" SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE 1 1 SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEIJTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. rm �r PACIFIC TELECOM SERVICES, LLC REGISTERED • C��� l �CG(C )RICH ARDJB�_ HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 09/29/11 ISSUED FOR PCD REVIEW RC 0 10/11/11 ISSUED FOR FINAL CONSTRUCTION RC 1 03/22/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2