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12-101545 PLANSPROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REPLACING EXISTING ANTENNA MOUNT ANTENNAS PLUS (2) INCLUDING (2) EXISTING ANTENNAS, WITH A NEW ANTENNA MOUNT AND THE ADDITION OF (2) LTE PANEL TMA'S MOUNTED BEHIND EACH ANTENNA AT ANTENNA LEVEL. AT&T ALSO PROPOSES TO REPLACE AN EXISTING TE43 EQUIPMENT CABINET AND REPLACE IT WITH (2) STACKED PURCELL CABINETS, (4) RRH UNITS, AND (4) DIPLEXERS; MOUNTED ON A NEW H—FRAME WITHIN AT&T LEASE AREA. APPLICANT: PROPERTY OWNER: AT&T MOBILITY FOURSQUARE CHURCH RTC BUILDING 3 PO BOX 24000 16221 NE 72ND WAY FEDERAL WAY, 98093 REDMOND, WA 98052 CONTACT: TBD PH: TBD CODE INFORMATION: ROW OWNER: ZONING CLASSIFICATION: RS15.0 CITY OF FEDERAL WAY BUILDING CODE: 2009 IBC PUBLIC WORKS CONSTRUCTION TYPE: IIB CONTACT: TBD PH: TBD OCCUPANCY: S-2 UTILITY POLE OWNER: JURISDICTION: CITY OF FEDERAL WAY PUGET SOUND ENERGY CURRENT USE: TELECOMMUNICATIONS FACILITY 10608 NE 4TH ST PROPOSED USE: TELECOMMUNICATIONS FACILITY BELLEVUE, WA 98004 CONTACT: MARTY O'CONNOR SITE LOCATION: (BASED ON NAD 83): PH: (425) 462-3109 LATITUDE: 47' 19' 40.191 " N TEAM LEAD: LONGITUDE: 122' 21' 1.958" W WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 TOP OF STRUCTURE AGL: 50.00' MERCER ISLAND, WA 98040 BASE OF STRUCTURE AMSL: 322.00' CONTACT: KEITH ELWELL PH: (425) 753-3458 PARCEL NUMBER (S): SITE ACQUISITION: 5153200621 S LLC GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PACIFIC TELECOM SERVICE , 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 COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 RF ENGINEER: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT_ ARCHITEC I PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 SEATTLE, WA 98104 CONTACT. KATIE KENNEY CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 PH: (206) 464-4402 EMAIL: RLEIGHTON®PTSWA.COM PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819-4727 Your world. Delivered. SS63 1216 SOUTHWEST DASH POINT ROAD FEDERAL WAY,WA 98023 VICINITY NEAP A SITE J.A , - t4k Sys 307-r, S L� r t = '"�3071 �1 S� r� � , DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE PRIVATE ROAD 480 FT TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY PRNATE ROAD 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 7—ELEVEN ON THE CORNER 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 TOWARD PORTLAND 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 ARCO/AMPM ON THE CORNER 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-509 / PACIFIC HWY S 1.1 MI TURN RIGHT ONTO WA-509 / S DASH POINT RD SHELL ON THE CORNER 2.3 MI ARRIVE AT 1216 SW DASH POINT RD, FEDERAL WAY, WA 98023 APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED ran—nM Anv oV NIATI II7C AKIV I ICF- nR nlCnl n`;I IRF nTHFR THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. THE INFORMATION CONTAINED IN I HI5 ur I,UNV ) I KuL- I IuIV L1VL vlVi IV I J IJ i nvi DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 OVERALL SITE PLAN A-1.1 SITE PLAN A-2 EXISTING & PROPOSED ENLARGED COMPOUND PLAN A-3 EXISTING & PROPOSED NORTHWEST ELEVATION A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS ABBREVIATIONS 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 CONSTRRL.ICTION DRAWINGS 03/26AI LEGAL DESCRIPTION UTILITY POLE: SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY, WA 98023 EQUIPMENT PARENT PARCEL: MARINE VIEW ESTATES ADD SWLY 1 /2 SITE PLAN APPROVAL rennic Ntmba:12 -I015`f S- K,9 Approved -By Date: Comments: E C,--hVl'c^ A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION REQ REQUIRED BLK BLOCKING AIR CONDITIONING RM ROOM SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SIMILAR CLR CLEAR IN INCH SPEC SPECIFICATION CONC CONCRETE INFO INFORMATION SF SQUARE FOOT CONST CONSTRUCTION INSUL INSULATION SS STAINLESS STEEL CONT CONTINUOUS INT INTERIOR STL STEEL IBC INTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD DIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LBS POUNDS DN DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MTL METAL TYP TYPICAL MFR MANUFACTURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EQ EQUAL RO ROUGH OPENING VIF VERIFY IN FIELD EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE W/ WITH NIC NOT IN CONTRACT W/O WITHOUT FIN FINISH NTS NOT TO SCALE WP WATER PROOF FLUOR FLUORESCENT FLR FLOOR OC ON CENTER RECEIVED FT FOOT OD OUTSIDE DIAMETER GA GAUGE JL'k 0 6 2012 GALV GALVANIZED GC GENERAL CONTRACTOR CITY OF FEDERAL WAY GRND GROUND CDS GYP BD GYPSUM WALL BOARD Oc ur world. Delivered. ,w m PACIFIC �TtECOM SERVICES, LLC REGISTERED ARCHITECT DATE OF THE 08/20/13 Q O I— rn z N 00 a- CO = Q (� Q cn Q I— LLJ � 0 O LLJ Cn Qc N RJ VISIONS NO. DATE DESCRIPTION INITIAL A 12/20/11 ID FOR PCD REVIEW RC 0 03/26/12 I SFOR FINAL CONSTRUCTION WJR NOT FO LABELEE ill, NSTRUCTION UNLESS CONSTRUCTION SET 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. SYMBOLS: 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION %: GRID REFERENCE WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. DETAIL REFERENCE x` 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 ELEVATION REFERENCE 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 SECTION REFERENCE 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 --- -- - ---" - CENTERLINE TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE PROPERTY/LEASE LINE OWNER AND THE CONTRACTOR. MATCH LINE 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. WORK POINT 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS GROUND CONDUCTOR AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS - TELEPHONE CONDUIT REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. -- -E::: --- ELECTRICAL CONDUIT 54. NOT USED ................................ q....................................._ COAXIAL CABLE 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND OVERHEAD SERVICE SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CONDUCTORS CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. I GROUT OR PLASTER 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY - --- (E) BRICK TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH///Gill/Ill%l11;101� (E) MASONRY ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. ...... ......... ....a......................:.7........ WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE CONCRETE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH _ MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) _ r'.: i'�.'a___'.._.._...= EARTH 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR GRAVEL SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. PLYWOOD 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE SAND CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND ____:_ MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. `-. WOOD CONTINUOUS 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO WOOD BLOCKING OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA I'17G7r/GTa STEEL FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, `(` NEW THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, EXISTING 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.-- NEW ANTENNA 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN ';;` EXISTING ANTENNA CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL GROUND ROD FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL GROUND BUS BAR FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOS[ MULATIONS ARE PROVIDED, THE CONTRACTOR SHALL s MECHANICAL GRND. CONN. ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOS] M U LATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION CADWELD AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES GROUND ACCESS WELL 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 - ELECTRIC BOX RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING AS -BUILT DRAWING SET - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF TELEPHONE BOX 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 :`_\�" LIGHT POLE OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR �:. �y'�`�' FND. MONUMENT ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER SPOT ELEVATION 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. SET POINT 65. NOT USED. REVISION „,..-.,__ .- ._- -11 11 T1 AKI.. i IC-r no nicni nci IDC nTuFD TWANI THAT \NPIPW RFI ATFC Tn r..ARRIFR SFRVI(:FS I':� �TRICTI Y PRnHIRITFn THE INFORMATION CONTAINED IN IHIS 5L1 UI UUIVJIKUI IIVIv uu�,uiviuviJ 13 r_rwrr\iL_ii 4 t&t r world. Delivered xid PACIFIC TEI.1COM SERVICES, WASHINGTON IN DATE OF THE SE: 08/20/13 Q O Z� N 00 C)-00 = Q Q � c Q u LLI Q _cl� f- w � 0 O � CD N R ISIONS NO. DATE ESCRIPTION INITIAL A 12/20/11 ISS E FOR PCD REVIEW RC 0 03/26/12 ISSU D R FINAL CONSTRUCTION WJR NOT FOR CO LABELED TRUCTION UNLESS ONSTRUCTION SET EXISTING - ^-�•, jnN -� 1� <. ts� ���(z r-' I c � BUILDING 21 EXISTING - �f�„�'�� ,� <_'�:' 4-'-, S'>� r, �L t-•'Cv2t:'\.f BUILDING > iri> / `V�i J � �rS _U, s�-�3�� ra.o `:( r— =J •- � t_.. ,�\ -�a �_: .,. �\ v ,`; �. � r � �5�7' ...';"1 r1 i '� �s •fir ' G s J/ s Zr CC(�� EXISTING 'ram z ..l ,- F v ^'f.�i t. ',,�'� 2 TJ,�-3 ,'�`,°i, -� r h :'+L^[ - ` ' s J/G TREE32.- �N.. c �' -�. � �e_� J ASS 3 _. p \ . '..;:.,' �-'.. EXISTING=.�,' �;2 S ..�_; -SJ .>S._.C,;>`r .j'`f�;' `3 `mY3 Lr ��,?> ,sv 2� :--C % v TREE �,y� `za�C�`� ! :l U �yz� •(cam% , <.'%,..>'' S.. �t z. �^� �!'� \/'-- j fz �) (Ci-"'�;2_ ��J r. �-' ".eii 4V LL ?, r .U--' � �v!_'-� ,...j r S /j -..1�� ,� cs�-� �/'~ ` �.2 .� ,.. .\ j iv.� '2c� - C'Syv-, C �' '` �,� : n •-`_;i-- ��� S �0 Z� / f'v�' ��- �� `- /� 'r ��s . EXISTING �tg� �i%j �'-`-`' BUILDING AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED ?rz ;;Y 1 2'f�f�'' TELECOMMUNICATION FACILITY BY REPLACING EXISTING ANTENNA . : MOUNT INCLUDING (2) EXISTING ANTENNAS, WITH A NEW ANTENNA { MOUNT AND THE ADDITION OF 2 LTE PANEL ANTENNAS PLUS 21 ? �Iiv�'F Z , ( / %v- `'C" TMA S MOUNTED BEHIND EACH ANTENNA AT ANTENNA LEVEL. AT&T ?, try kA, 7� ALSO PROPOSES TO REPLACE AN EXISTING TE43 EQUIPMENT CABINET ` .a r., •, tr`�_ z ^ AIR /•.f �9 ssFv l 3 , AND REPLACE IT WITH 2 STACKED PURCELL CABINETS, 4 RRH U �_ / ( ) ( ) uaL� �: EXISTING _r p UNITS, AND (4) DIPLEXERS; MOUNTED ON A NEW H—FRAME WITHIN cl sz n� v War / ., s �.: ,� TREE AT&T LEASE AREA.��%����-,'��, `� "'f ? �., -.., •-:. ;� ,4?;! .tii L, l_ .:V Z- EXISTING S t., l'f�t'1.i n; BUILDING �-, ?.��•J��t�. i.. ,...s� �•/C%%'�y� `'i "' 4,.j , ti 3 2.t.xifE�' ( U /v� Cv7 f�-+:, S • , �•, j- S?sNz:� CiG� •-.�!, ,3•'� 2v ' r J' nVy�'`� h��� c h_ /�, sir 3/zs �` S G l��\3Ttsi .t-c� •-..;y( .•�,^n�: cr`' S�l��l .3 `?��"�`_, % .S e, / >;.��'• - t'_r <.' �^ f�. S2 �S �`? '1/' �5 S,�' -- ;> ma's vi r =, Q v n �>. 3 r O :f ✓ >> EXISTING � � ��,�;, EXI PARKING t , BUI �% ` 2 / EXISTING BU /ILDING'S =._ w_ EXISTING / EXISTING / BUILDING ",',.//EXISTING PARKING \ EXISTING / BUILDING , l Syr "5v h,.j �? EXISTING PARKING hs ` EXISTING,,,, f TREE :.r7 -,.nl'\ / 1�v�� EXISTING BUILDING OP'_s EXISTING BUILDING S, % ZPARCEL I / •�.�1c2:`' ", :�J k _ . / 5153200621 EXISTING x BUILDING I EXISTING` PARKING a v EXISTING EXISTING BUILDING i ��� c 2 �� ✓ BUILDING Gj < UO-Ibl wa r EXISTING BUILDING 3 < i. s ,61- fir, � '�: n ,,, ,a•} c-` ��� �r, , �".���� mwCv"nv 4`nl �, `EXISTING SS(% G}1 EXISTIN TREE BUILDIN G% EXISTING / �.1ss� 3� ,'�� s3 BUILDING 24"x36" SCALE: 1 " = 30'-0" 1 1 "x17" SCALE: 1" = 60'-0" 30 15 0 30' 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. LEGEND SUBJECT BOUNDARY LINE — - - - - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OH OVERHEAD POWER LINE UGI' t.Gl'- BURIED POWER LINE BURIED GAS LINE H PHONE LINE oHT o OVERHEAD TELEPHONE UG - UG UG- -- BURIED TELEPHONE LINE w W W W BURIED WATER LINE SS Ss SS BURIED SANITARY SEWER SD SD SD BURIED STORM DRAIN EXISTING BUILDING DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — x—X— X —X —X— CHAIN LINK FENCE EJ WOOD FENCE x x— x— x— x BARBED WIRE/WIRE FENCE EXISTING ❑� TRANSFORMER FIRE HYDRANT BUILDING LIGHT STANDARD X GATE VALVE © POWER VAULT ® WATER METER UTILITY BOX FIRE STAND PIPE �r UTILITY POLE ❑ CATCH BASIN, TYPE I POLE GUY WIRE @❑ CATCH BASIN, TYPE II KID GAS VALVE � SIGN 0 GAS METER o BOLLARD [1 TELEPHONE VA JLT o MAIL BOX o TELEPHONE RI ER 234.21 SPOT ELEVATION NOTE: ALL NEW AT&T LTE ANTENNAS/MOUNT, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING / \ PARCEL NUMBER (S .- 5153200621 LEGAL DESCRIIEJUDU, SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY, WA 98023 c-rlrvr. ems. = VICINITY MAP EXISTING BUILDING c Awl' gj . �s'� �r Jil -�,, pol Uli EXISTING ��2r TREE SITE ar J G vzas 1 s-' e North to be determined by site survey (if possible). OVERALL SITE PLAN I I l✓Ut&t Y Y ur world. Delivered PACIFIC TE&COM SERVICES, EGISTERED RCHITECT UC D B. STA E WAS W ENI > I N DATE OF THE LI SE:08/20/13 0 O f- r� z N 00 cl- 00 Q Q � W Q F- Lij O Q0 N R ISIONS NO. DATE ESCRIPTION INITIAL A 12/20/11 ISS E FOR PCD REVIEW RC 0 03/26/12 ISSU D R FINAL CONSTRUCTION WJR NOT FOR CO LABELED AS TRUCTION UNLESS ONSTRUCTION SET ZEXISTING BUILDING ZEXISTING BUILDING EQUIPMENT MODIFICATION 1 2 A-2 A-2 1 &2 A-3 Z- EXISTING PARKING i ,/ --- - - - - - - - - - - - - - - - --- AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY EXISTING ANTENNA \ MOUNT INCLUDING (2) EXISTING ANTENNAS, WITH A NEW ANTENNA MOUNT AND THE ADDITION OF (2) LTE PANEL ANTENNAS PLUS (2) TMA'S (APPOSTROPHY / SEEMS CUT OFF) MOUNTED BEHIND EACH ANTENNA AT ANTENNA LEVEL. AT&T ALSO PROPOSES TO / REPLACE AN EXISTING TE43 EQUIPMENT CABINET AND REPLACE IT WITH (2) STACKED PURCELL CABINETS, (4) RRH UNITS, AND (4) DIPLEXERS; MOUNTED ON A / NEW H-FRAME WITHIN AT&T LEASE AREA. . LZ:�/ / y\1 ANTENNA & ANTENNA MOUNTING MODIFICATIONS /1_1�/I- 9� NN r EXISTING TREE _. EXISTING TREE— LEGEND SUBJECT BOUNDARY LINE — - - - - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ---------- --- ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE UG: l Gf> U: r-- BURIED POWER LINE / BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE / 'j- ILK- UG` 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 M GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX /Q FIRE STAND PIPE UTILITY POLE ❑ CATCH BASIN, TYPE I / E— POLE GUY WIRE @ CATCH BASIN, TYPE II M GAS VALVE n SIGN O GAS METER 0 BOLLARD Q TELEPHONE VAULT o MAIL BOX o TELEPHONE RISER 234.21 SPOT ELEVATION 00, NOTE: ALL NEW AT&T LTE ANTENNAS/MOUNT, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING PARCEL NUMBER (S): 5153200621 LEGAL DESCRIPTION: SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY, WA 98023 North to be determined by site survey (if possible). VICINITY MAP I i t T K ^9 ;W`AYi $ , .€�.'eS,�Yy _^cn ':Xis 1x U4, YIDe'F Cm� SITE I .V WAh St ,. > 0. 4F �. ��,N 3 C�h St ,io at 24"x36" SCALE: 1 1 "x17" SCALE: 1 " = 10'-0" 1 " = 20'-0" �r� 10 5 0 , 10' SITE PLAN TUC INIC7r)DKAATInNI (nI\ITAINIF-n INI Tlulc CP_T nF (`n NICTRI I('TInN n(1('I INAFNIT0, IC PRnPRIP_TARY PY NATI IRH ANY I ICH (1R nIC('I (nCi IRF (1THFR THAN THAT WHI('H RF-I ATFC Tr) (`ARRIFR CFP\/Ir`FQ IQ CTF-)I(TI V DDnuIDITCfI 4 t&t r world. Delivered. r At A Itr. PACIFIC T�LJCOM SERVICES, 00 F- r0 z_ CN O O 100 = Q Q � Q W Q O Li U/ Q0 N RE VI IONS NO. DATE D CRIPTION INITIAL A 12/20/11 ISSUE R PCD REVIEW RC 0 03/26/12 ISSUED 0 INAL CONSTRUCTION WJR NOT FOR CONS LABELED AS C UCTION UNLESS STRUCTION SET NOTE: ALL NEW AT&T LTE ANTENNAS/MOUNT, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING EXISTING AT&T 6' CONDUITS (2 TOT 7 PROPOSED AT&T F_ (1 PER SECTOR) EXISTING PSE 50' HIGH UTILITY POL 2 PROPOSED AT&T A-5 MOUNT EXTENSIO1 STRUCTURAL BY I EXISTING AT&T E( MOUNTED AT UTILI I I r %J LL PF CC OF PROPOSED AT&T 6" VERTICAL 2 CONDUITS (2 TOTAL) A-4 PROPOSED AT&T LTE 5 PANEL ANTENNA (1 _ PER SECTOR, 2 TOTAL) F RELOCATED EXISTING AT&T ANTENNA (1 PER SECTOR, 2 TOTAL) DDnOnCM ATP,T �\ /.\ ;ED AT&T (1) D PURCELL 1 MOUNTED ATOP STING AT&T A-4 L CABINET AT&T UMTS 37 NOKIA CABINET 3 AT&T 6'-0" DOD FENCE 3 AT&T A/C PANEL AT&T METER AT&T 6" 0 JP (2 TOTAL) ;ED AT&T GPS 4 A F- AT&T GPS A AT&T CABINET AT&T :ABINET AT&T CABINET AT&T =TE PAD EXISTING AT&T 6" VERTICAL CONDUITS (2 TOTAI N EXISTING PSE 50'- HIGH UTILITY POLE EXISTING AT&T EQL MOUNTED AT UTILIT 0 0 77" 0 0 W 121 EXISTING AT&T ANTENNA TO BE RELOCATED (1 PER SECTOR, 2 TOTAL) EXISTING AT&T PURCELL FLX 12WS EXISTING AT&T UMTS CABINET EXISTING NOKIA CABINET EXISTING AT&T 6'-0" HIGH WOOD FENCE EXISTING AT&T A/C PANEL EXISTING AT&T METER EXISTING AT&T 6" 0 STUB -UP (2 TOTAL) EXISTING AT&T GPS ANTENNA EXISTING AT&T CABINET �o A' -- EXISTING AT&T �RXAIT CABINET 7 ' �'• �O 04, EXISTING AT&T CABINET 7• \ \ �V 7• 71)7 2' win EXISTING AT&T CONCRETE PAD North to be determined by North to be determined by site survey (if possible). site survey (if possible). 24"x36" SCALE: 1 /2„ = 1'-0" PROPOSED ENLARGED COMPOUND PLAN 1 24„x36„ SCALE: 1 /2" = 1;-0;; EXISTING ENLARGED COMPOUND PLAN 1 11 11 x17 SCALE: 1 4' = 1'-0" 2' 1' 011 2 11 x17 SCALE: 1/4 - 1 -0 2 1 0 2 / It&t our world. Delivered d Ail A r e-0 PACIFIC �TILECOM SERVICES, LLC REGISTERED ARCHITECT DATE OF THE 08/20/13 0 Q O ry z N 00 n 00 = Q Q � Q LIJ J Q _ ry I- LlJ =) 0 O w U7 �- N REJ/1SIONS NO. DATE DESCRIPTION INITIAL A 12/20/11 IS U FOR PCD REVIEW RC 0 03/26/12 ISS JE OR FINAL CONSTRUCTION WJR NOT FOR LABELED S STRUCTION UNLESS CONSTRUCTION SET 111 SH ET TITLE EXISTING & PROPS ENLARGED COMPOUND PLANS SH NUMBER -2 THE INFORMATION CONTAINED IN THIS SLI 01- CUNSIKUUIIUN UUUUMLNIS IS NKUHNILIAKY by INAIUKL. AINT UJt UK UIJULUJUNL UII-11IK II—IHIv lrl/-\l VVI-1lt_,r1 KLLHItJ IU WAMMILn JtKVIk­tJ i,:� JIKIUILT rr-UHIbIILU. 7 PROPOSED AT&T (2) TMA'S F_ (1 PER SECTOR) El El EXISTING AT&T ANTENNA MOUNT TO BE REMOVED 5 PROPOSED AT&T LTE PANEL ANTENNA (1 _ F PER SECTOR, 2 TOTAL) wrl 2 PROPOSED AT&T ANTENNA MOUNT EXTENSION PER A-5 STRUCTURAL BY OTHERS EXISTING AT&T ANTENNA TO BE RELOCATED (1 PER SECTOR, 2 TOTAL) RELOCATED EXISTING AT&T ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING AT&T 6" VERTICAL - CONDUITS (2 TOTAL) ma EXISTING AT&T 6" VERTICAL CONDUITS (2 TOTAL) NOTE: i ALL NEW AT&T LTE ANTENNAS/MOUNT,." "F MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING I EXISTING PSE 50'-0" II EXISTING PSE 50'-0" I HIGH UTILITY POLE I HIGH UTILITY POLE I II I V) a II z z w II ~ z Q Q ICD 2 PROPOSED AT&T 6" VERTICAL I CONDUITS (2 TOTAL) z z z V) A-4 N x I Q z z a z w w F- z Q LL O Q z a 0 Q O w d I L I Q O z I I Q Q `� I Z o w J 0- o x a_ z o N I 00 Q ~_ I d I w z w 0 O p w Z � Q O a LL.o (L � Ld C� O z U) 48 - O� Ld U W II w 3 6 PROPOSED AT&T DIPLEXERS _ o o 0 4 TOTAL) I I o z w c� ( o < w o A-4 F- (2 PER SECTOR, I � I p � w ~ J I I Li O D I fl� 0 3 3 PROPOSED AT&T 70OMHz RRH UNIT w z I MOUNTED ON PROPOSED H-FRAME w Lo O X A-4 F- (1 PER SECTOR, 2 TOTAL) w Q LL O � (I O I EXISTING T EXISTING AT&T I ( CABINET TO BE REMOVED UTILITY RACK II I PROPOSED AT&T (1) I I 1 STACKED PURCELL CABINET I A-4 MOUNTED ATOP OF EXISTING EXISTING NOKIA CABINET AT&T PURCELL CABINET II EXISTING AT&T 6'-0" EXISTING AT&T 6'-0" I HIGH WOOD FENCE HIGH WOOD FENCE -:- :- - o ° rr-t O O O ° O 0 PROPOSED AT&T AWS 3 2 RRH UNIT MOUNTED ON A-4 F- PROPOSED H-FRAME (1 PER SECTOR, 2 TOTAL) 24"x36" SCALE: 3/8" = V-O" ■■■I PROPOSED NORTHWEST ELEVATION %17" SCALE: 3/16" 1'-O" 2' 2 24"x36" SCALE: 3/8" = 1'-O" 1 1 "x17" SCALE: EXISTING NORTHWEST ELEVATION 1 1 = 2' 1' 0" 3/16" = 1'-O" 2' 1' 0" 2' PACIFIC TELICOM SERVICES, ) B. HAL QSHIN 01 DATE OF THE I: 08/20/13 O N 00 Q-00 M _ U) W � Q I- w ::D O o � Q0 ~ N RE I IONS NO. I DATE D CRIPTION INITIAL A 12/20/11 ISSUED MDR PCD REVIEW RC 0 03/26/12 ISSUED FO FINAL CONSTRUCTION WJR NOT FOR CON LABELED AS C RUCTION UNLESS STRUCTION SET SH TITLE EXISTING & PROPOSE NORTHWEST ELEVATIONS SHEET UMBER 3 THE INFORMATION CON IAINED IN I H15 5E I UI- UUN51 KUU I IUIN UUUUMLIN I J It� f KUNKIL IAKY by INAI UKt. ANY UJL UK UIJI;LUJUKt U I HLM I NAN I MAI VV -lk1 -1 KLLAI tb I U L AKKILN JtKVIUE� 15 51 KIU I LY PROHIBITED. _ 4 a 4 Q a a a 3"0 GALVANIZED H—FRAME POST GALVANIZED R 8"x8"x3/16" 5/8" 0 GALVANIZED EXPANSION BOLTS, 3-1/2" MIN EMBED (TYP OF 4) WELD H—FRAME POST TO CONNECTION PLATE 3" 0 GALVANIZED H—FRAME POST 1 /4 5/8" 0 GALVANIZED EXPANSION BOLTS, 3-1/2" MIN EMBED (TYP OF 4) GALVANIZED PL 8"x8"x3/16" 4 4 4 EXISTING CONCRETE PAD a I! NOT USED H—FRAME POST MOUNTING DETAIL [-4 SCALE: NOT TO SCALE 5 24"x36" SCALE: 3"=l' 4 1 1 "x 17" SCALE: NOT TO SCALE 1 1 "x 17" SCALE: 1-1 /2"=1 ' EQUIPMENT MOUNTING • 12RU 19" RAILS, FRONT TO BACK ADJUSTABLE CONSTRUCTION MATERIALS • MATERIAL: ALUMINUM (LIGHTWEIGHT, CORROSION —RESISTANT • PAINT: GR-487 TESTED & CERTIFIED POWER COAT DOOR/SIDE PANEL CONSTRUCTION • DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER • LATCHES: TWO —POINT LATCHED, PAD LOCKABLE WOOD POLE ENVIRONMENTAL OPTIONS • THERMOELECTRIC COOLER: 40OW @ 0'dT, +24VDC, —48VDC OR 120VAC LS 1 /2" Ox4" (TYP) AIR CONDITIONER: UP TO 2,000 BTU/HR AIR CONDITIONER WITH HEATER • HEAT EXCHANGER: UP TO 39W/'C HEAT EXCHANGER, +24VDC OR —48VDC UNISTRUT @ 7'-0" O.C. BATTERY PEDESTAL EXISTING 7/8" CAOX CABLES (12) TOTAL, (6) ACCOMMODATES UP TO 60AHR BATTERIES PER CONDUITS O O CABLE ENTRY (3) 1 /2"; (3) 1"; (1) 2" 31 /2" OR 2" KNOCKOUTS EXISTING 6" VERTICAL O 0 O CONDUIT (2) TOTAL 0 O PROPOSED VERTICAL 6" O AC POWER OPTIONS CONDUITS (2) TOTAL O 0 3OA-MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE PROPOSED 1-5/8" CAOX OO 0 6-POSITION 19" RACK -MOUNTED (1 RU) OR 12-POSITION CABLES (4) TOTAL, (2) (2U) AC LOAD CENTERS AVAILABLE IN VARIOUS PER NEW CONDUITS CONFIGURATIONS- CAN BE EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY 1-POSITION OR 2-POSITIONS AND 6-POSITION DIN -MOUNTED AC BREAKER PANEL (120V OR 240V CONFIGURATIONS). OPTIONAL DIN -MOUNTED TVSS • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET MOUNTING OPTIONS • 4" PLINTH • 14" PLINTH • POLE MOUNT KIT • WALL MOUNT KIT • VERTICAL CABINET -ON -CABINET STACKING VERTICAL CONDUIT ROUTE DETAIL2 24"x36" SCALE: 1-1 /2 "=1 ' 1 1 "x 17" SCALE: 1-1 4"=1 ' TI/'lAl n/l/'�I IAArAITC` /ln f'11('�/'�I Inr ('\TI lrn TI I TI IAT \All II/�11 nnl ATr[� Annlrn I fIL 11 V r U I-\ IVI/-\ 1 1 V 1 V VUIVIh1IVLU IIV II IIJ JLI VI iiVlVJlI\VVIIVIV IJVVVIVI— IJ IJ rl\\./r l\IL I/"\I\I UI IVP\I VI\L. illVI VJL � I\ I\L VII ILI\ I11/11V I Yvl lll.ill I\LL/-II LJ IV l.i/-lI\I\ILI\ JLI\VII..LJ IJ JII\11.I L1 rf\V F1I DI 1 LU. DDI I -7nnkAU_ (TVD /nC ')� NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. 25" CABINET 0 N x Li - SWING HANDLE FRONT DOOR jr A NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. R z m 0 0 N V) N X J LL SWING HANDL FRONT DOOR 24" CABINET L] z m SWING o HANDLE X J LL cD in 0 w c° z o o m v SWING HANDLE N cn � N n n 1700MHz (TYP OF 2) /8"x1 5/8" S.S. UNISTRUT 3OLTED TO 3" 0 PIPE, TYP PIPE —MOUNTED TO UNISTRUT MANUFACTURER, TYP AWS (TYP OF 2) RRH'S & DIPLEXOR MOUNTING DETAIL3 24"x36" SCALE. 3/4"=1'-0" 1 1 "x 17" SCALE: 3/8"=1 25" FLX16WS CABINET 01 . 6 24" FLX12WS CABINET FRONT DOOR FRONT DOOR PLINTH FRONT ELEVATION A in 0 STRAPPING PER MFG. CD w o z � m Lo U 0 V) N N X J LL z w ONT )OR /ING ,NDLE PING NDLE INTH SIDE ELEVATION B PURCELL CABINET DETAIL (FLX12WS AND FLX16WS� 24"x36" SCALE: 1 "=1 '-0" l 1 1 "x17" SCALE: 1 2"=V-0" Ylo r world. Delivered. M OM 'I 0 PACIFIC TEl-EBOM SERVICES, 8828 ISTEREE CHITECT I K is 1B STATE OF ASHINGTOI EXPI TI DATE OF THE LIEN :08/20/13 0 O IY I— r� z N 00 n00 =a Q Q 07 LLJ J Q I— Li O LwL cn Qo <1 I RE 1 IONS NO. DATE D 11 RIPTION INITIAL A 12/20/11 ISSUE R PCD REVIEW RC 0 03/26/12 ISSUED FOR INAL CONSTRUCTION WJR NOT FOR CO LABELED AS S UCTION UNLESS STRUCTION SET AT A TOP OF PROPOSED LTE ANTENNA PROPOSED LTE PANEL ANTENNA (TYP OF 3)- 0 BOTTOM OF PROPOSED LTE ANTENNA 0 I TOP OF EXISTING PANEL ANTENNA EXISTING PANEL ANTENNA RELOCATED TO PROPOSED ANTENNA MOUNT (TYP OF 3) BOTTOM OF EXISTING PANEL ANTENNA NOTE: MOUNTING DETAIL FOR REFERENCE ONLY P.S.E. TO PROVIDE STRUCTURAL DESIGN AND ANALYSIS N N PROPOSED 3"x3"x1/4" ANGLE U-BOLTED TO THE PROPOSED ANTENNA PIPE MASTS FOR ADDED RIFIDITY (TYP OF 3) — w co L J B PROPOSED TWIN TMA MOUNTED ON ANTENNA PIPE MOUNT BEHIND PROPOSED � .. LTE ANTENNA (TYP OF 3) PROPOSED MECHANICAL TILT 2 (TYP OF 1 KIT PER ANTENNA) - PROPOSED 3"x3"x1/4" ANGLE U-BOLTED TO THE PROPOSED ANTENNA PIPE MASTS FOR ADDED EXISTING PSE UTILITY POLE PROPOSED 1. 2-7/8" TO PIPE MAST (1 1 PROPOSED FLUSH MOUNT ADAPTER DUAL LEVEL (TYP OF 6) 3 PROPOSED MINI RING MOUNT ASSEMBLY (TYP OF 2) PROPOSED 14'-6" LONG 2-7/8" TO 4-1/2" PIPE MAST (TYP OF 3)- EXISTING PSE WOOD UTILITY POLE 2 PROPOSED MECHANICAL TILT (TYP OF 1 KIT PER ANTENNA) EXISTING PSE WOOD -A--'-�UTILITY POLE A —A PLAN VIEW B—B PLAN VIEW (REF) IIIII IIIM1. IIIII A ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 3 X-UGLM MINI RING MOUNT WELDMENT 20.82# 62.46# O 6 G58R-14 5/8" GR-2 THREADED ROD 14" 1.21# 7.26# O 6 G58R-24 5/8" GR-2 THREADED ROD 24" 2.08# 12.48# O 12 G58FW 5/8" FLAT WASHER (F436) 0.03# 0.36# O 12 G58LW 5/8" LOCK WASHER 0.02# 0.24# © 12 G58NUT 5/8" HEX NUT (HDG) 0.12# 1.44# TOTAL WT. 88.45# 10-1 /2" TO 28" POLE DIAMETER n w 011/16" (REF) NOTE: MOUNT DETAIL IS TYPICAL OF EMS PROVIDED ANTENNA ATTACHMENT. REFER TO RADIO PLAN FOR SPECIFIC ANTENNA INFORMATION. \NEL ANTENNA (TYP) -E DETAIL 4/A-3.1 PE MOUNT (TYP) VALMONT MICROFLECT PART #131001 OR APPROVED EQUAL MINI RING MOUNT DETAIL3 24"x36" SCALE: 1" = 1'-0" 1 1 "x 17" SCALE: 1/2" = 1'-0" NOTES 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3). THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. PARTS: Item QTY PN Description O 1 602355-6 Adaptor, Pole, Lower O 1 601542-2 Bracket, Downtilt, Pole O 1 601543-1 Bracket, Downtilt, Antenna O 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt O 4 572000S15SFP 1/2 Split Washer O 2 571000HH2O32SFP 5/16 X 1 Hex Head Bolt 0 2 572000S13SFP 5/16 Split Washer DETAIL A PROPOSED 14'-6" LONG 2-7/8" TO 4-1/2" H il PIPE MAST (TYP OF 3) (I, ' ; PROPOSED FLUSH 1 MOUNT ADAPTER DUAL LEVEL (TYP OF 6) PROPOSED MINI RING MOUNT ASSEMBLY (ONLY 3 ELEVATION 1 SECTOR SHOWN FOR - CLARITY) (TYP OF 2) DETAIL B SECTION A —A ENLARGED ANTENNA DETAILS 24"06" SCALE: 3/4" = 1'-0" 2 1 1 "x 17" SCALE: 3 8" = 1'-0" IHt IIVrUKMHIIUN i UNIHIIVtU 11V r11J Jtl Vt l VIVJIICUVIIVIV UVI VIVI CIVIJ IJ rRVC RICIHRI DI VNIVRC. HIVI VJC Vt VIJV LVJVRC VInCI\ InY11V 111 vvnl�n Ri1 CL1 CJ IV 1r11\IVCI\ JLRVfC IVCJ IJ JIIVILI ifCV IIDIICU. DOWN TILT KIT DETAIL 24"x36" SCALE: 1" = 1'-0" 2 1 1 "x17" SCALE: 1/2' = 1'-0" PART DESCRIPTION LENGTH UNIT WT. NET WT. O1 4 X-214130 BENT PLATE V-CLAMP 12 5/8 in 10.89 43.54 O2 24 G58LW 5/8" HDG LOCKWASHER 0.03 0.63 O3 24 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 3.12 O 8 G58R-14 5/8"x14" THREADED ROD (HDG.) 1.22 9.76 TOTAL WT. # 57.05 LWRM UNIVERSAL RING MOUNT FOR POLES 12" TO 45" DIA. (ORDER SEPARATELY) UGLM MINIRING MOUNT FOR POLES 10-1 /2" TO 28" DIA. (ORDER SEPARATELY) FLUSH MOUNT ADAPTER DETAIL 24"x36" SCALE: 1" = V-O" 1 1 1 "x17" SCALE: 1/2" = 1'-0" It&t our world. Delivered. PACIFIC �TtECOM SERVICES, LLC REGISTERED DATE OF THE : 08/20/13 i a z_ N O O 0- 00 Q Q 0 >Q w J Q Z � I— w C) O w v) �- ISIONS NO. I DATE IDESCRIPTION INITIAL A 12/20/11 IS PCD REVIEW R0 03/26/12 ISStOR l FINAL CONSTRUCTION WJR IFOR NOT FOR LABELED S STRUCTION UNLESS ONSTRUCTION SET PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 210' 48'-0" 1 OWERWAVE 7780 2' 0' YES NONE 1 7/8" 68'-0" NO GSM 1900 4' YES NONE 2 7/8" 68 —0 NO UMTS 850 0' YES NONE 1 7/8" 68 —0 NO UMTS 1900 4' YES NONE 2 7/8" 68 —0 NO LTE 700 210' 55'-10" 1 KMW 2' 0' YES TTAW-07BP111-001 2 1-5/8" 68'-0" NO SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 45' 48'-0" 1 OWERWAVE 7780 2' 0' YES NONE 1 7/8" 68'-0" NO GSM 1900 4' YES NONE 2 7/8" 68 —0 NO UMTS 850 0' YES NONE 1 7/8" 68'-0" NO UMTS 1900 4' YES NONE 2 7/8„ » 68 —0 NO LTE 700 45' 55'-10" 117— 0' 1 0' 1 YES I TTAW-07BP111-001 2 1-5/8" 68'-0" NO NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. EXISTING AT&T 6' CONDUITS (2 TOT PROPOSED AT&T (1 PER SECTOR) EXISTING PSE 50' HIGH UTILITY POL PROPOSED AT&T MOUNT EXTENSOOP STRUCTURAL BY I EXISTING AT&T EC MOUNTED AT UTIL EXISTING AT&T 6" CONDUITS (2 TOTAI EXISTING PSE 50'- HIGH UTILITY POLE PROPOSED AT&T AI MOUNT EXTENSION STRUCTURAL BY Ol EXISTING AT&T EQL MOUNTED AT UTILIT c�- J ANTENNA AT 54'-0" RAD CENTER h� h/ ANTENNA AT 48'-0" RAID CENTER ti PROPOSED AT&T 6" VERTICAL CONDUITS (2 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (1 PER SECTOR, 2 TOTAL) oC9 PROPOSED AT&T 6" VERTICAL CONDUITS (2 TOTAL) RELOCATED EXISTING AT&T ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX LE NGTCOAX H DIPLEXED GSM 850 210' 48'-0" 1 POWERWAVE 7780 2' 0' YES NONE 1 7/8" 68, —0» NO GSM 1900 4' YES NONE 2 7/8" 68 �-0�� NO UMTS 850 0' YES NONE 1 7/8" 68 —0» NO UMTS 1900 4' YES NONE 2 7/8" 68 —0 NO SECTOR G AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 45' 48'-0" 1 POWERWAVE 7780 2' 0' YES NONE 1 7/8" 68 —0» NO GSM 1900 4' YES NONE 2 7/8" 68' —0�� NO UMTS 850 0' YES NONE 1 7/8» 68 —0 NO UMTS 1900 4' YES NONE 2 1 7/8„ 68'-0" NO EXISTING AT&T 6" VERTICAL CONDUITS (2 TOT EXISTING PSE 50' HIGH UTILITY POL EXISTING AT&T EC MOUNTED AT UTIL EXISTING AT&T ANTENNA TO BE RELOCATED (1 PER SECTOR, 2 TOTAL) EXISTING AT&T ANTENNA MOUNT TO BE REMOVED 24"x36 SCALE: 1" = 1'-0" ' PROPOSED ANTENNA CONFIGURATION 2 24"x36" SCALE: 1" = 1'-0" 1 1 "x 17" SCALE: 1 /2" = 1 -0" 1 ' 6" 0" 1 ' 1 1 "x 17" SCALE: 1 /2" = 1 ' -0" 1 ' 6" 0" 1 ' EXISTING ANTENNA CONFIGURATION 1 TWF INI-(1DAAAT1r)NI r r)I\ITAII\I P-FI IN] TWIG CFT nr- (`(1NCTPI I('TIr)NI Il(1(-I II\AFI\ITC C DR()DDIF-TADV RV NIATI IPF AI\IV I ICr np FIIC(`I r)QI IDF nTW-R TWANI TWAT IA/I-..II/'u DF'I ATE-c Tn (IADDICD IC` \/ mm— nf'11 -- t&t Your world. Delivered. PACIFIC tLECOM SERVICES, LLC REGISTERED ARCHITECT ARR_B. H Li ST OF WANINGTOh E RATION DATE OF THE ICENSE: 08/20113 C/] O ry z_N 00 n 00 = Q � Q LiJ Q = Cr 1— L LJ _::) Q O � ISIONS NO. DATE DESCRIPTION INITIAL A 12/20/11 ISS D FOR PCD REVIEW RC 0 03/26/12 ISSU FOR FINAL CONSTRUCTION WJR NOT FOR C LABELED A STRUCTION UNLESS CONSTRUCTION SET S4ET TITLE ANTENN41 CONFIGURATIONS SHE NUMBER F-1 c c" I A70<7 GPS ANTENNA 8" O.D. PIPE SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. GPS MOUNTING DETAIL 24"x36" SCALE: 1 " = 1'=0" 4 11 "x17" SCALE: 1 2" = 1'=0" NOT USED7 24"x36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS O N FROf SOL/ SHIE RRH MECHANICAL SPECIFICATIONS: DIPLEX FILTER FOR a MHZ AND AWS/PCS WITH DC AUTO SENSE MODEL NUMBER: CM1007—DBPXBC DIMENSIONS: 4.92"x8.96"x3.27" (125x227.5x83mm) WEIGHT 6.5 Ibs (3.0 Kg) MOUNTING BRACKETS MANUFACTURER: ALCATEL-LUCENT MODEL: 9442 RRH 70OMHz_15.5 (Lower Band) HEIGHT: 21 " WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS RRH 70OMHZ DETAIL 24"x36" SCALE: 1 1 /2"=1 '-0" 3 3.27" F9 4.92 ' 00 00 -v 1 NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS 10.6" MANUFACTURER: KMW COMMUNICATIONS MODEL: AM—X—CD-17-65—OOT—REr (96") WEIGHT: 59.5 LBS DIMENSIONS: 11.8" X 5.9" X 96.0" FREQUENCY: REFER TO RF DATA SHEET 11.8 rn rn ,ri 710Ln TOP RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP 11.8 BOTTOM MECHANICAL DOWNTILT 11.8 BRACKET FRONT 5.9 SIDE DIPLEXER DETAIL6 KMW ANTENNA SPECIFICATIONS 24"x36" SCALE: 3"=1'-0" 24"x36" SCALE: 3/4"-l'—O" 5 1 1 "x17" SCALE: 1-1/2"=1'-0" 1 1 x17 SCALE: 3/8 =1 —0 ISO VIEW MANUFACTURER: ALCATEL—LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS RRH AWS DETAIL 24"x36" SCALE: 1 1 /2"=1 '—O" 2 �/411=11_011 11 N 17" '�('Al F- I NOT USED 24"x 36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE PACIFIC t&t Ir world. Delivered. :COM SERVICES, LLC 8828 EGISTERED ARCHITECT 1 s R H 'D B. AL STA E SHfNGfi01 EXPI ON DATE OF THE Lill SE:08/20/13 Q O ry z_ N 00 IZ 00 Cn = Q M Q� � �� WJ �Q _ry �o Ow V / QD N RE SIONS NO. DATE ESCRIPTION INITIAL A 12/20/11 ISSUE FOR PCD REVIEW RC 0 03/26/12 ISSUED R FINAL CONSTRUCTION WJR NOT FOR CO LABELED AS TRUCTION UNLESS NSTRUCTION SET SHElIPMENT T TITLE RF AND DETAILS SHE NUMBER fHE INFORMATION CONTAINED IN THIS SET OF CONS I RUC I IUN UUUUMLN IS IS PROPRIE IARY BY NAI UKL. ANY U5L UK UIJI;LUJUKL U I HLK I MAIN I MAI VV"lk H KLLAI L�:) I U l AKKILK JLKVII,LJ IJ J I Nk_ I LT t'NUMI[JI I LU. TYP OF 3) SEE DETAIL 5/E-2. OEXISTING GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. © #6 AWG AWS RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. �7 #6 AWG 700MHz RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. ® #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. O #6 AWG GPS ANTENNA MOUNT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. GROUNDING KEYED NOTES: 0 CAD WELD (TYP). SEE DETAIL 2/E-2. O EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF WOOD LAMINATE POLE WITH 'COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. OEXISTING WOOD LAMINATE POLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. a & Yo world. Delivered 0 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR ( C PACIFIC TELE OM SERVICES, C 8828 R ISTERED HITECT , HAR B. HAL'�L STATE OF SHINGTON EXPIRATIO ATE OF THE LICEN 08/20/13 0 O IY ', ZN O O C 00 = Q Q I- � W WJ _ ry �0 GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES N 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY \ AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND \ GROUND RING North to be determined by site survey (if possible). SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD 24"x36" SCALE: 1/2" = 1'-0" SCHEMATIC CRONDINC PLAN / 1 /��FIELD VERIFY &TIE INTO EXISTING GROUNDING SYSTEM 1 1 "x 17" SCALE: 1 4" = 1 ' -0" 2' 1 ' 0" 2' 1I1t INr-UKMHIIUIN UUINIHIINLU IIN Ir1IJ JLI Ur IIUINJIKUUIIUIV UUUUIVILIVIJ 1�> f'KUr'KILIHKT ITT INHIUM11. /AINT UJL UK UIJULUJUrCL UIME-rC 11­1hi1V l lHl vvnll.n RLL/11CJ IU 13 JIRIUILI r-MUI'71011LU. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. GC SHALL VERIFY EXISTING CONDITIONS WITH PROVISIONS FOR (2) #2 AWG BARE TINNED GROUND LEADS FROM TOWER MGB TO TOWER GROUND RING. GROUNDING ROD NOTES (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. REVI ONS NO. DATE DE RIPTION INITIAL A 12/20/11 ISSUED F PCD REVIEW RC 0 03/26/12 ISSUED FOR AL CONSTRUCTION WJR NOT FOR CONST LABELED AS CO UCTION UNLESS TRUCTION SET NOT USED NOT USED NOT USED NOT USED 24"x36" SCALE: NOT TO SCALE 15 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 13 24 x36' SCALE: NOT TO SCALE 12 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) O NEW 4"x 24% 1 /4" thk COPPER GROUND 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 0 000 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 O 0 24" FIELD VERIFY - #2 SOLID BARE TINNED COPPER NOT USED NOT USED WIRE CADWELD (TYPE-GL) GROUND BAR 24"x36" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE[to 24"x36" SCALE: NOT TO SCALE 9 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA TO ANTENNAS CABLE GROUND KIT 04 ICALLY ANTENNA CABLE 12mTO 224, COPPER GROUND cvo 120 MAX. RX2 TX1/RX1 BAR ON WALL, ICE WEATHERPROOFING BRIDGE, FLOOR OR - - KIT (TYP.) ON ANTENNA TOWER COAX JUMPER WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) (SEE NOTE 3) O O O 0 0 O 0 CABLE GROUND KIT CONNECTOR #6 AWG WEATHERPROOFING 0-- O oj 0 0 0 0 0 #6 AWG STRANDED COPPER KIT (TYP.) SEE NOTE 2 GROUND WIRE (GROUNDED TO ISOLATE FROM TOWER HALO O GROUND BAR). SEE NOTE 1 & 2 w/ #2 TO LOWER TOWER BUS BAR CABLE CONNECTOR *TWO HOLE LUG, OR NOTES: ANTENNA CABLE COPPER ANTENNA GROUND EXOTHERMIC WELD TO BE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE TO BTS EQUIPMENTTYP. ( ) BAR, WITH INSULATORS. USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL DOWN TO GROUND BAR. BONDED DIRECTLY TO TOP OF BUILDING SERVICE GROUND BE ELIMINATED WHEN MONOPOLE OR UTILITY POLE OR GROUND RING GROUND BAR IS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED NOTES: TO GROUND RING ELECTRICALLY BONDED TO BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOTE: METAL TOWER/MONOPOLE DOWN TO ANTENNA GROUND BAR. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHALL ONLY USE EXOTHERMIC WELDS. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NOT USED GROUND WIRE INSTALLATION CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION 8 24"x36" SCALE: NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 6 5 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 1 1 "x 17 SCALE: NOT TO SCALE 1 1 x 17" SCALE: NOT TO SCALE 1 1 x 17 SCALE: NOT TO SCALE 1 1 x 17 SCALE: NOT TO SCALE TYPE TA TYPE VN TYPE NC TYPE SS 1 zi t TYPE VV TYPE VS TYPE VB TYPE PT 9 TYPE GT TYPE GY TYPE GR TYPE GL CADWELD GROUNDING CONNECTIONS2, NOT USED NOT USED NOT USED 4 NOT TO 3 [' 1 24"x36" 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: SCALE SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 1 1 "x 17" S 'ALE: NOT TO SCALE 1 1 "x 17" SCALE: NOT TO SCALE 1 1 "x 1- " SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 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. t&tur world. Delivered. PACIFIC T ECOM SERVICES, LLC ��� REGISTERED ARCHITECT RI RRD-B: HAel STAT F WASHINGTON EXPI ION DATE OF THE L NSE:08/20/13 Q ry z_N 00 IZ 00 cn Q � Q W Q LLJ O W (f) LL_ (D N RE ISIONS NO. DATE SpESCRIPTION INITIAL A 12/20/11 ISSU FOR PCD REVIEW RC 0 03/26/12 ISSUED R FINAL CONSTRUCTION WJR NOT FOR CO LABELED AS STRUCTION UNLESS ONSTRUCTION SET