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Home My WebLink AboutLarge FormatPR_OJECT INFOR_MA TION PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF (3) NEW PANEL ANTENNAS, (6) RRH UNITS, AND (1) "SQUID" SURGE PROTECTOR AT ANTENNA LEVEL AND ADDITION OF LTE EQUIPMENT MOUNTED ON AN EXISTING TE43 CABINET AND (1) GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMO~ID, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: CC _,,-- BUILDING CODE: 2009 IBC CONSTRUCTIO~I TYPE: IIB OCCUPANCY: S-2 JURISDICTION: CITY OF RENTON PROPER1Y OWNER: ANERICAN TOWER CORPORATION IO PRESIDENTIAL WAY WOBURN, MA O 1801 CONTACT: KRISTEN WHITE PH: (781) 926-4585 TEAM LEAD: GOODMAN NETWORKS _ 8815 122ND AVE NE - KIRKLAND, WA 9/3033 CONTACT: WENDY LONG PH: (206) 321-1116 --cuRRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE ACQUISITION:\ -. " -~· ~··· PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104 TELCO COMPANY: QWEST PH: (303) 787-3557 POWER COMPANY: PSE PH: (425) 452-1234 ---. ---- CONTACT: RENATA FAYTEN PH: (206) 342-6389 PERMITIING: PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 9 81 04 CONTACT: SUNNY ANSINK SITE LOCATION: (BASED ON NAO 83)_; PH: (206) 342-6390 LATITUDE: 4T 26' 01.75" N LONGITUDE: 122' 11' 15.05" IV TOP OF STRUCTURE AGL: 1 oo· BASE OF STRUCTURE AMSL: 508' PARCEL NUMBER(S): 322305-9075 GENERAL INFORMATION: CONSTRUCTION MANAGER: PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104 CONTACT: PAT HEALY PH: (425) 471-3553 RF DESIGN ENGINEER: AT&T MOBILITY CONTACT: LUCAS GRABARSKI PH: (425) 698-8272 RF PERFORMANCE ENGINEER: AT&T MOBILITY CONTACT: AMRITPAL Sif1GH PH: (425) 698-7840 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PilOJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 981 04 CONTACT: ROBERT LEIGHTON PH: (206) 464-4402 EMAIL: RLEIGHTON@PTSWA.COM PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909-9454 PROJECT CONSULTANT GOODMAN NETWORKS 8815 122ND AVE NE KIRKLAND, WA 98033 PH: (206) 321-1116 Your world. Delivered. PANTHER, LAKE W A673/310579 1 8809 1 1 6TH RENTON, WA AVE SE 98058 VICINITY MAP i ,;' \ \ E; i 1 ·: ' IJ.f 00 ···a; DllIVING DlllEC-fIONS FROM AT&T REDMOND OFFICE: TURN RIGHT ONTO BEAR CREEK PKWY TURN LEFT ONTO LEARY WAY NE ROAD NAME CHANGES TO NE LEARY WAY TAKE RAMP RIGHT FOR SR-520 WEST TOWARD SEATTLE TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD. 'RENTON AT EXIT 2A, TAKE RAMP RIGHT FOR SR-167 SOUTH ' •, •, TAKE RAMP RIGHT FOR E VALLEY RD TOWARD S W 43RD ST TURN LEFT ONTO E VALLEY RD TURN LEFT ONTO S 180TH ST KEEP STRAIGHT ONTO SE PETROVITSKY RD TURN RIGHT ONTO 116TH AVE SE .. (,1·· '. Fl SE tt1 Cfl 0.4 Ml 0. 1 Ml 0.2 Ml 5.0 Ml 12.5 Ml 2. 1 Ml " 0. 1 Ml 0.2 Ml 0.2 Ml 0.5 Ml 0.8 Ml ARRIVE AT 18809 116TH AVE SE, RENTON, WA 98058 ON THE RIGHT APPROVAL DATE SIGNATURE APPROVAL RF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: SITE DATE SIGNATURE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE'. AS DRAWINGS ARE BEING REVIEWED THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETArU BY NATURE. ANY USE OR DISCLOSURE OTHER THA1~ THAT WHICH RELATES TO CARRIG, SERVICES IS STRICTLY PROH!Bl~ED. OR_A WING INDEX SHEET DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-0 NEIGHBORHOOD MAP A-1 SITE PLAN A-2 EXISTING ENLARGED SITE PLAN A-3 PROPOSED ENLARGED SITE PLAN ·, 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 CONS-fllUCTION OR_A WINGS . 03-03-11 LECAL DESCR_IPTION NE 1/4 OF NE 1/4 OF SE 1/4 OF SE 1/4 LESS CO RD LESS S 157 FT A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS ABBR.EVIA TIONS A/C AIR CONDITIONING HORZ AGL ABOVE GROUND LEVEL HR APPROX APPROXIMATELY HT HVAC BLDG BUILDING BLK BLOCKING CLG CEILING ID CLR CLEAR IN CONC CONCRETE INFO CONST CONSTRUCTION INSUL CONT CONTINUOUS INT IBC DBL DOUBLE DIA DIAMETER DIAG DIAGONAL LBS ON DOWN MAX DET DETAIL MECH DWG DRAWING MTL MFR EA EACH MGR ELEV ELEVATION MIN ELEC ELECTRICAL MISC EQ EQUAL RO EQUIP EQUIPMENT EXT EXTERIOR NA NIC FIN FINISH NTS FLUOR FLOURESCENT FLR FLOOR oc FT FOOT OD GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER ' -.., I \ .\ ! I ' ' \ • ' ' PLYWD ceru\ PROP PT REQ RM SHT l SIM , SPEC! ' SF I ss STL l STRUC:T STD \ SUSP THRU( TNNG; TYP UNO \ VERT V\F W/ W/0 · WP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STUD SUSPENDED THROUGH TINNED TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WITHOUT WATER PROOF at&t Your world. Delivered. ' ; PACIFIC TELECOM SERVICES, LLC ~828 1 REGISTERED (12.z \ ARCHITECT ~' ·, ,~tf // ~LL - STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/11 UJ ~ < ~ CJ\ ['.... tn ~ 0 ..-, ~ UJ ('(') ['.... T \..0 ~ ~ ~ ~ REVISIONS w [/] w > <( I I- lO ~ ~ CJ) 0 co co ~ co LO 0 CX) CJ) <( s -z 0 I-z LJ_! O:'. NO. DATE DESCRIPTION INITIAL A D 01/05/11 ISSUED FOR PCD REVIEW BDE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T:rn} of Renton Pllning Division APR t 8 1011 ' I 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, 01, INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATIENTION 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 CONSH<UCTION 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 WRITIEN 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 GENEF<AL CONTRACTOR SHALL RECEIVE WRITIEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CL,ARLY D£FINED 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 l.lCENSE(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 NO.TED 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 cOR 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. 1 6. 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.0.). 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. 8. 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-A 1 OBC 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 fHE 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 CUTIING, FITIING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-227-2600. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE C:ONTR/,ICT 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 f<EVIEW 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 . .f.lNAL 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 INDICAfED 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 PERMITIED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • ; NO. A 0 PACIFIC TELECOM SERVICES, LLC ~28 1 REGISTERED (,LA .\ ARCHITECT ' ~¥1}~~ut ., i~:J'~~,;.:~ . STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 06120/11 UJ ~ < ~ 0\ ['-.. Lr, ~ 0 ...- ~ UJ ['(") ['-.. :r: \0 < ~ 3: ~ ~ REVISIONS DATE DESCRIPTION w (D w ~ I I- lD ~ ~ Ol 0 co co ~ CD LO 0 CD 0) <( 5 . z 0 I-z w ll:'. 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FINAL CONSTRUCTION INITIAL BOE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G t·ty of Renb ,n -lanning Divisic n t\l n .. _._ DESIGN CRITERIA: 1. THE STRUCTUFAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) 2. DESIGN LOADS: DESIGN DATA FOR RENTON, WA -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) -BASIC WINO SPEED -WIND EXPOSURE 85 MPH (100 MPH 3 SECOND GUSTS) C -SEISMIC ZONE D CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACl-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS (f' c) W/C RATIO MINIMUM CEMENT CONTENT A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS PER CUBIC YARD B. ALL STRUCTURAL CONCRETE EXCEPT WALLS C. CONCRETE WALLS CEMENT SHALL BE ASTM C 150, 2,400 PSI 4,000 PSI 4,000 PSI PORTLAND CEMENT TYPE < .45 5 )I, SACKS < .45 6 )I, SACKS < .45 6 Y, SACKS II U.N.0. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1 ). GRADE 00, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITIED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENOS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EAFHH OR WEATHER (#6 BARS OR LARGER) (#5 BARS OR SMALLER) SLABS ANO WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3" 2" 1 1 /2" 3/4" 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED ANO PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITIED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES ANO PLJI.TES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM A36, Fy 36 KSI ASTM A572, Fy 50 KSI ASTM A53, Fy 35 KSI ASTM A500, Fy 46 KSI ASTM A307 ASTM A325 TWIST -OFF-TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-0D. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.l.S.C. AND AWS STANDARDS ANO SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITIEO. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLO-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, ANO GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.l.S.S. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER/POLE NOTES: 1. VERIFICATION THAT THE EXISTING APPUCABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORM ED BY A REGISTERED STRUCTURAL ENGINEER. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): (AS PER "ACCIDENT PREVENTION PROGRAM" -BY PERMISSION OF WREN CONSTRUCTION, INC. -03/01/99) FALL PROTECTION METHODS ANO EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS ANO ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF ANO WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM W' DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATIACHEO TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE or· ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION ANO MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITIEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING ANO DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITIEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, · .. EQUIPMENT INSTALLERS, ANO TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS " 29 CFR 1926.500 -SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 -FALL PROTECTION SYSTEMS CRITERIA ANO PRACTICES SPECIAL INSPECTIONS REQUIRED: 0 VERIFICATIONS OF MILL REPORT SYMBOLS: (0 GRID REFERENCE U~\ DETAIL REFERENCE \'(__3! A ~3i ELEVATION REFERENCE I SECTION REFERENCE ···· -~ CENTERLINE -----PROPERTY /LEASE LINE • MATCH LINE ~--· WORK POINT GROUND CONDUCTOR ---I ----------TELEPHONE CONDUIT -------E ---ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS --0/11- . -: ... ,c .• · .. _ j CONCRETE fTTT=':'::fl-'--'"-i 11----'-'--'fl I I I r-1 11-cc1, t~m~m---nccDJJ EARTH =z;,:T/7R0.07L2i PLYWOOD c:_._ •••.• ,.,,. · ·-'··1 SAND [:_::><::::.] WOOD CONTINUOUS r--<::::_--:, ---:::.--.-,J ( ~i) Ill I-cc-- =-! ' WOOD BLOCKING NEW·- EXISTING NEW ANTENNA ' EXISTING ·.ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRNO. CONN. CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT ~ SPOT ELEVATION ;/\ SET POINT Ii REVISION SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2400 PSI (5)1, SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE 0 IDENTIFICATION OF STEEL ANO AT JOB SITE 0 SPRAYED -ON-FIREPROOFING 0 STRUCTURAL MASONRY WRITIEN CERTIFICATION FOR PROPER PLACEMENT OF ... REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAO, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD 0 ADHESIVE BOLTS IN CONCRETE OR MASONRY 0 ANCHOR BOLTS INSTALLATION ANO PLACEMENT IN CONCRETE D HIGH STRENGTH BOLTING SUBMITIAL DOCUMENTS FOR DEFERRED SUBMITIAL ITEMS SHALL BE SUBMITIED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM ANO FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITIAL DOCUMENTS HAVE BEEN REVIEWED ANO THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITIAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN ANO SUBMITIAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 0 PRESTRESSED CONCRETE D ALL FIELD WELDING 0 REINFORCING PLACEMENT 0 DESIGNER SPECIFIED (SEE SHEET# __ ) D OTHER---------------- 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 PROHIBl-:-ED. at&t Your world. Delivered. i ; NO. A 0 PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08J20111 WJ ~ < ~ °' ['.. l() ci 0 -~ W-J C'f') :r: ['.. \[) ~ ~ z < ~ REVISIONS DATE DESCRIPTION w IJ) co lD w 0 ::=c co 0J I <( I-3 <.D ~ . ~ z 0 0J I- 0 z O'.J w O'.J [l'. ~ 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FINAL CONSTRUCTION INITIAL BDE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G JyofRen!.Jn -lanning Divisi, n I ' "' I i----------------1 io m "' ---48'-11" 68'-10" -----"~------------l- -------+-------j -~--+----- w (/) _j Q I I- ---/ ~ I I I I ~-~ 24"x36" SCALE: ·1" = 1 oo' -o" 11"x17" SCALE: 1" = 200'-o" 383'-10" 48'-2" ---SE 188TH PL ______ I ____ ~ _ __.. 100 50 0 1 oo· '1305'-1" ( w (/) 1-- ---U I I~ aso'-o" EXISTING AT&T SITE COMPOUND 11 /1 //////// /;'/// //1//////11/i/.lJ/ I I I ,' I I ' I • i i i ,._1_1 I' I I !il/,!/,i/// j/,'/1 11 74'-10"----- ----10'-5" 263'-5" ~-------SETBACK~++r-'-1-----SETBACK 32'-2" 25'-0" EXISTING WATER TANK ' 0 I ,,,_ Lfl 0 --j .1 " m N 198'-10" 200·-10" 194' -o" 163'-4" ' ::,: '° u I a3 '° t;, m CJ1 300'-3" ~ APN: 3223059075 f1' ("} ~/////////Uj I') l')n 303' -6" !') ~20'-4" 307'-2" 35'-o" 303'-6" ' m I m " " . I w (/) w ~ I I-- CD 58'-8" N 0 0 I 0 ' I I I r~-- - ' -3" N I Lfl •n 158' -3" f-- 63'-1" I I N I ·.,,- Lfl 1----------L ______ __J R.7.w. i-----------J I w (/) w > <( I I-_ c.o· ,, ~ ~ ~ 1--~ - I ~~ I T ---~ w (/) --_J o_ --------I I-- I'- - 11~--I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SEFNICES IS STRICTLY PROHIBITED. w (/) w > <( I I-- OJ ~---- --' ,-- - _J SE 188TH ST 1 --------~~-----------' North lo be determ;n~d l.,y site survuy (if possible) I I w (/) w > <( I 1-- 0 N ~ w (/) w ~ I l-o N ~ J NEIGHBORHOOD MAP 1 at&t Your world. Delivered. ' > NO. A 0 PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/2()/11 UJ ~ < ~ ()\ I"- Lt") ~ 0 ..--< ~ w...J ('f") I"-:r: \{) < ~ 3: z < ~ REVISIONS DATE DESCRIPTION w V) co LO w 0 ~ CD 0) I <( I-5' lD ~ . ~ z 0 0) I- 0 z co w co [l:'. ~ 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FlNAL CONSTRUC~ION INITIAL BOE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE NEIGHBORHOOD MAP SHEET NUMBER A O~ity o-f Fle1 ,ton _ lanrnng Divi ·ion APR 2 8 20!1 r I --~-~·----------- / I ~ ---r---/-' l ' I I I I I I I I I ' I ! / 4x1sTING PARKING L07 21'-10" SETBACKS ----·--··-------------+--- /?}{1~if~ .{ .- ' ' " ~ ,.'~·- 24"x36" SCALE: 1 1 ' = 20' -0" 11"x17" SCALE: 1" ~ 40' -o" ---- ' 0 : ,,,:<::~if~~ ,• ' ,_, . .' '!" : • iv; r , ~· ...... •:S}~· .. ,-:. I ·;,t•rt:-· 0 '·~i;: 0 :" N " .:."· w z ::J 20 10 0 / X . , - ' ., . -' / 18' -0" I I I I I I I I I ! I I I ! 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EXISTING 21 '-6" x 34' -8" BUILDING ,,,. .,, EXISTING 24' -9" x 51'-11" BUILDING :t?~fl?t.~ ·' .• ·-· •.,- .... :~?~~~t~t: ·: .,. I/ /. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. A~IY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS srn1cTLY PROHIBITED. - INGRESS EGRESS -{~?ll·t::.~i\l;~:) ,;,-,; --' < f ' 0 ~"·"- :{"f,~e;; " .. _·.~- '.(?~~~t;t 1 ·:~·' 0 -I 0 0 N w z ::J /::: (l'. w Q 0 (l'. Q w VJ w ~ :r: f- tO 58'-8" I ;(~fi~},1 ,· EXISTING BUILDING / / / / / SE 188TH ST ------------- /1: I EXISTING I BUILDING--m--- /7-//,/ // ~ 0 // / / // / ~ / /-/ / /~ ~/ ///-//// /// / / / EXISTING BUILDING---.ll / / / / / :/:/://J -------------- I I/ i~////////.· E ISTING I / - I B ILDING~;/• I / I 11 Ii I/ I 1/ I/ II II 11 I Nortn to be determined by site survey (if po5sible). LEGEND ----SUBJECT BOUNDARY LINE --· -----------RICHT-OF-WAY CENTERLINE RIGHT-Of--WAY LINE -------------ADJACENT BOUNDARY U~IE -----------SECTIONAL BREAKDOWN U~E ---CHP OHP OVERHEAD POWER LINE -ucc ------UGP -UGP-BURIED POWER LINE BUR!ED GAS UNE ---UH I ---· OHT---OVERHEAD TELEPl"ION[ LIN[ ---ucr --ucr --UGI -BURIED TELEPHONE LINE --W -W -W -W --BURIED WATER LINE ----ss--ss---ss--BURIED SANITARY SEWER --so--so---SD--BURIED STORM DRAiN -----------DITCH UNE/FLOW UNE ROCI( RETAINING WALL -VEGETATION LINE -x -X -X -X -X -CHAIN LINK FENCE -Cl---{}----[}---WOOD FENCE -x-x-x-x-x-BARBED W!RE/WIRE FENCE [£I] TRANSFORMER -0- T FIRE HYDRANT :0: UGHT STANDARD !XI GATE VALVE O:'J POWl:R VAUI.T EB WATEK MUER [)C;J UTILITY BOX Q FIRE STAND PIPE p UTILITY POLE D CATCII BASIN, TYP[ E--POLE GUY WIRE © CATCH BASIN, TYPE m GAS VALVE _D_ SIG1\J IQ] GAS METER 0 BOLLARD r-T' I T[L[PHONE VAULT ["_] MAIL clOX D TELEPHONl RISER 234.21 SPOT [L[VATIOi\l NOTE: • ALL NEW AT&T ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING I ,PARCEL 1NUMBER: 322305-9075 LEGAL DESCRIPTION: NE 1/4 OF NE 1/4 OF SE 1/4 OF SE 1 / 4 ·LESS CO RD LESS S 157 FT VICINITY 1 MAP W,,): ((I ,i}, ,'i' l---- I Sf I I! ENLARGED SITE PLAN 1 at&t Your world. Delivered. ' ; NO. A D PACIFIC TELECOM SERVICES, LLC REGISTERED EXPIRATION DATE OF THE LICENSE: 08/20111 UJ ~ < ~ Q\ w L'-V) TX) Lr) L() ci w 0 0 > TX) ,--, <J: CJl ~ I <J: ~ f--s (Y') <.D ~ -L'-~ z :r: \[) 0 CJl f---< 0 z TX) w ~ ;$ tXl O:'. ~ z < ~ REVISIONS DATE DESCRIPTION INITIAL 01/05/11 ISSUED FOR PCO REVIEW BOE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW - NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITl.E ENLARGED SITE PLAN SHEET NUMBER A-1 City 0 -:n , nento Plannin, Division n ._ _____________ ...... APR 2 8 ion lF'/i k~ CG FE OW' ffE {Q) V 10'-8" EXISTING AT&T FENCED LEASE AREA \~ ? (, \ I I . ,/ 1./ • /, \_', V (( \ ) V 1~ IF X-X-X-X-X-x-x-x--x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x- X I X I X I X ' I I X ,, 2'-3" , 1 ' X I X I X I ' X <f. I w X 0:: ' . . , . ' <f. w I VJ .. . <f. w X -. . _J I C D ·;,. w u ~~ ,. I z X "' w L,_ I N f- ~ I;;: X X I ' X 0 I I --,Ju U') --.-- / X / ]! / . J I I X :i -' I I ' I X ·F::Ex~t:'!:sT'.:'.'IN~G~'rnll'I T'i~""x1F'sTflT~GTITITTT> TIE'IJl1i=TIF1Nf~nt[ Ri-Mc_= __ =_ =. =-=-=-==1 AT&T BBU T&T GSM AT&T ARGUS I . . I 'I ~ I 1 ! . ! ! -1 IILlll 1,__ ______ I •\,., ·u ' . • " ' . . - . Q/ --...=--=::::=.~1-·1'--','. E ==.:--:::1:di ,'· =,_, g1 I . ~ .. . • ' ' .. . • . . . . ,,. • " • • . . ' ' . •• •. ,. . . ' 0 . ' . ' . ' ~ . . ' ' EXISTING AT&T POWER AND TELCO EQUIPMENT MOUNTED ON H-FRAME ' 0 ~ 0 • L _, ___ I /~-EXISTING AT&T II----_---,./ ICE BRIDGE E-I ~ (_'.) I z >= \ EXISTING AT&T LUCENT UMTS ~-----I EXISTING AT&T GPS ~~-. , / .. "'' ~ ANTENNA TO REMAIN LE= at __)1 < r<---~-1 j >cV VJ X x w I X I X I X C I X I X I _, X I X I X I X ,. " I ' ' ' i ' . ,, ' ' ~-- ' ! i i i ' I ! ' ' - ! ~. 0 =---~o, rt • . ' .. .. EXISTING AT&T TE43 CABINET ---------,1 . i-!1------11 I ! I ' II ' ~ 1·r .. "' ! • I I .1 i ' I I I -- I I \ -- X .. J ' I ' X ' I "' I N X I ' I ~ X I x, 01 I~ X LJ~---x·-~-------------__J '-"'-' "k---" /x~ ,X-X-X-X-X-X- + --\-'"' / + + "'+~--· -/+~ 24"x36" SCALE: 1 /2" = 1 '-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' o" 2' EXISTING DOUBLE GATE X --" + " + " ,.ri-+t-8 ' i I ! I i I I -1 • -: T 11 ! I + " + ~ + ~-· ' ' _I I / + ' !___) / + / EXISTING AT&T UMTS ANTENNA TO REMAIN (3) TOTAL, (1) PER SECTOR EXISTING AT&T GSM ANTENNA TO BE REMOVED AND RELOCATED (3) TOTAL, (1) PER SECTOR LTING CARRIER EQUIPMENT SHE7 ·, EXISTING CARRIER UTILITY RACK---._ ~x -x-x-x-x-x-x-x-x-x-x-x-x-x-x-x + ,,( +/+~EXISTING -./ DOUBLE GATE X X X I X I X X X X X I X I X I X I X I X I X I X I X I X I Cl X X I X I X I bjx -x North io be de;ermined by ~ile ~urv<cy (if P<.!~~ib'e). EXISTING ENLARGED SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIEF, SEFMCES IS STRIC,LY PROHIBITED. l at&t Your world. Delivered. ' + NO. A 0 PACIFIC TELECOM SERVICES, LLC ~ REGISTERED ( ARC_HITECT f;iii:Y"1l , -(& ·if _::,/' ·yv -ZJ ·. -_ . RICHA1;,B, HALL STATE OF WASHINGTON -EXPIRATION DATE OF THE LICENSE: 08120/11 w...J ~ < ~ O',. w [',.. (/) co l{') l() ~ w 0 0 ~ co ,......... ()) ~ I <( w f---5' r0 (!) ~ " [',.. ~ z :c \{) 0 ()) f---< 0 z co w ~ ~ co [t'. ~ z < ~ -REVISIONS DATE DESCRIPTION INITIAL 01/05/11 ISSUED FOR PCD REVIEW BOE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED SITE PLAN SHEET NUMBER A-2 APR '> LUJI NOTE: ALL NEW AT&T ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING 1 o'-s" EXISTING AT&T FENCED LEASE AREA ('. --· (L ,) v « V ,. I 'k--lF X -x-x-x-x-x-x-X-X-X-X-X-X-X-X-· X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X- i'5 0: <( w (f) <( w _J 0 ~ w u I z <D w L,_ "' f- «j ~ (') z ;:: (/) X w X X I X I I X X 2'-3" X X X X ' ' ., X ' . X I X / / 1,.::;r-;-I EXISTING AT&T BBU ' . ,, ... . ' " ' ' '. " ( ' ITTITT EXISTING AT&T GSM i -~ EXISTING I AT&T ' 0 I '° n / / / TT ITT ITT EXISTING AT&T ARGUS I i POWER AND TELCO EQUIPME~IT ' MOUNTED ON H-FRAME . ' ' X X I X I X I X E-1 ,,____:--___ ~=I ~-EXISTING AT&T ICE BRIDGE I F~· I I \ 0 11- 0 1 . IJI-----,,,-,,-EXISTING AT&T GPS I /'=< ANTENNA TO REMAIN X I X I X X X I X I X I X • I i ' . ' . EXISTING AT&T Te43 CABINET X CD PROPOSED_ . AT~T l~E;~IDGE I \cV EXTENSION -.-.------~ X ~~~~; J~f; 11',~~~-~-~~~~KJJ I ----__ t:::::..__2_ __ X ' I! X ----1 X • -'Jx~ I @PROPOSED Ai&T -L~CENT EQUIPMENT lxl "' x CABINET BACKPACK MOUNTED TO r ®®B PROPOSED AT&T (1) RAYCAP SQUID MOUNTED NEAR ANTENNA LEVEL ON F-AN EXISTING MONOPOLE----~ ~ -s EXISTING TE43 EQUIPMENT .CABINET---------~ -'le---X ~ I / X __j_----"-X -X -X -X -X -X - 24"x36" SCALE: I /2" = 1 '-o" 11"x17" SCALE: 1/4" = 1'-0" 2' + /\ -\-"" / + -\-"" / + ~-~. ·/ 1 ' o" 2' / I THE INFORMATION CONTAINED IN THIS SET CF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. + / -\- / -\- / -\- / -\- PROPOSED AT&T (3) 700MHz RRH UNITS MOUNTEDffi AT ANTENNA LEVEL (1) PER LTE ANTENNA U PROPOSED AT&T (3) AWS RRH UNITS MOUNTED CD AT ANTENNA LEVEL (1) PER LTE ANTENNA 0 ~TING CARRIER EQUIPMENT SHE7 RELOCATION OF EXSITING AT&T GSM ANTENNA (3) TOTAL, (1) PER SECTOR EXISTING CARRIER UTILITY RACK-~ X X X X X X X X X I X I X X X X I X I X X X X X X X p X -X -X -X -X -X -X -X -X -X -X -X -X -X -X -X -X _j EXISTING AT&T UMTS ANTENNA TO REMAIN (3) TOTAL, (1) PER SECTOR PROPOSED AT&T (3) LTE PANEL ANTENNAS 8 (1) PER SECTOR FOR (3) SECTORS U ,\Jonn ta be determi:ied by site s·~rvey (if possible). PR_OPOSED ENLAR_GED SITE PLAN 1 at&t Your world. Delivered. ' + NO. A D PACIFIC TELECOM SERVICES, LLC ~828 1 REGISTERED ( .. LZ) I ARCHITECT .f>ii~t/ DATE 01/05/11 03/03/11 RICHARD·B. HALL STATE Of WASHINGTON EXPIRI\TION DATE OF THE LICENSE: CB/20111 REVISIONS DESCRIPTION w (/) co L[) WO ;_;: ~ :r: <( I-3: (D " ~z 0 0) 1-oz O'.) w co (l' ISSUED FOR PCD REVIEW ISSUED FOR FINAL CONSTRUCTION INITIAL BOE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED SITE PLAN SHEET NUMBER A-3 City C ,., ,,ent Pfanr,fr , 0 _ . _ on . ,v,s,on Ann LUii NOTE: ALL NEW AT&T ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING EXISTING CARRIER ANTENNAS------ EXISTING WATER TANK EXISTING AT&T PANEL ANTENNAS (TO REMAIN)-------~ (4\ PROPOSED AT&T (3) LTE PANEL ANTENNAS U(1) PER SECTOR FOR (3) SECTORS------------------ {S'j PROPOSED AT&T (3) 700MHz RRH UNITS MOUNTED U AT ANTENNA LEVEL (1) PER LTE ANTENNA-----------~--Jttt., LJ PROPOSED AT&T (3) AWS RRH UNITS MOUNTED U AT ANTENNA LEVEL (1) PER LTE ANTENNA.------------~ @~ PROPOSED AT&T (1) RAYCAP SQUID MOUNTED UU NEAR ANTENNA LEVEL ON AN EXISTING MONOPOLE----------~ EXISTING 100' -0" AGL MONOPOLE------------------------,: ' -·,,., ' )~ I PROPOSED AT&T (2) DC RUNS __ -,<" ,.( I AND (1) FIBER RUN ROUTED --·,= ·; ,,:)Jj!}:i I WITH EXISTING COAX '· · /':t~:t§\i1! .. . , "' ~\: ·J• MOUNTED ON EXISTING ICE BRIDGE - r. __,,: / ·' I .~ ,· ,:--\ ]}'@1 5 . PROPOSED AT&T GPS ANTENNA _ ),F-NEAR EXISTING GPS A~TE,NN~------- ··. ''.)iiJt;i .. ,,,''l·'.c EXISTING AT&T GPS ~ _{': ~;> ANTENNA (TO REMAIN)---+---~ .-J.· .. -·j1i·,:, :_;;;r i ,.:--> 24"x36" SCALE: 3/16" = 1 '-0" 11 "x 17" SCALE: 3/32" = 1 '-0" ' ,. ·---- 4' 2' o" _::; '-. _ _r- s, ___ :c... 4' _;:.:_':2; _::,._ __ \ : !n -~ .. \. --. --. ·,_ _ _;\ Ii i I I ~ i~ 1111 ii I , w-=---=-i 1 1 ~~:, 1 :. ii u ,1 --' - if I I \ I ''\ ! , I ' ' \ I '1 ' \ \ \ \ \ ·--. I ·--~ \ \ I I ', I 1 I ' I I I I \: I I ; I EXISTING CARRIER EQUIPMENT SHELTER I I D 0 I ' I ' I ', I '' • • 0 co ~i '-' I >-' ~. re' <( 0 w 1/1 0 a. , ; 0/' 0:::: / 0./ "-0 ,----/-- c~-Y -~' y( t;:-..7 \ I \ '-l· \, -/ L- ' ~·~--L. -... ,---_ _J ' I •• • ._ \I ; ' ' \ ' ' ' I I I PR.OPOSED EAST ELEY AT!ON 2 EXISTING CARRIER ANTENNAS------ EXISTING WATER TANK EXISTING AT&T UMTS ANTENNA TO REMAIN (3) TOTAL, (1) PER SECTOR---------.._ EXISTING AT&T GSM ANTENNA TO BE REMOVED AND RELOCATED (3) TOTAL, (1) PER SECTOR ------------~ . {·· -------,-rTf-11 I I)' ' ' 11 ' ' ' EXISTING 100' -0" AGL MONOPOLE------------------------<, _,._ '~-- ,1, ,, . ;~ ,,,.' +· .. ·-~ EXISTING AT&T GPS ' ANT EN NA (TO REMAIN) :cl_.::::!!''.::__ \., : : t EXISTING AT&T EQUIPMENT . CABINETS (TO REMAIN)--- -~- ' ' . ,} " , EXISTING AT&T ICE BRIDGE ~lll_ (TO REMAIN)------ EXISTING AT&T POWER AND TELCO EQUIPMENT MOUNTED.·. · ON H-FRAME (TO REMAIN) 24"x36" SCALE: 3/16" 11"x17" SCALE: 3/32" = 1 '-0" 1 '-0" 4' 2· o" __ ')._ 4' .• \ \ \ . \ \ '0\:\ I ' \ \ " \_ \ ~ "'-<\ \ ,, I \ \ \ \ \ \ \ \V ; ! I I II EXISTING CARRIER EQUIPMENT SHELTER D I . . 0 • 0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE o.~ DISCI_OSURc OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ,, , •.,c I ,~,__,_, •,,,, , • 0 \ \ "· I / . \ I " \ > '-., I • I 'i I ' I ! EXISTING EAST ELEY ATION I at&t Your world. Delivered. ' -- NO. A 0 PACIFIC TELECOM SERVICES, LLC ~828 l REGISTERED ( \ ).) \ ARCHITECT dJ:fo~~idll .. ri;~~HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/11 UJ ~ < ~ O', [' Lf) ~ 0 .--< ~ u...J C'f"') f', :r: '-0 ~ ~ z < ~ REVISIONS DATE DESCRIPTION Lu (J) w ~ I I- (D ~ ~ Ol 0 CX) CX) ~ CX) L[) 0 CX) Ol <{ s . z 0 r-z w 0:: 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FINAL CONSTRUCTION INITIAL BOE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EAST ELEVATION SHEET NUMBER A 4 CityOf/. -Ptnnnin, _enton g 1 '"'sion "· . NOTE: PROPOSED ICEBRIDGE HEIGHT AND DESIGN TO MATCH EXISTING SITE ICEBRIDGE 4" OD HOT DIP GALV STEEL POST---- DIRECT BURIED IN 48" DEEP CONCRETE MIX (2400 PSl-5 ~ SACK MIX) ll TWO POST ICE BRIDGE KIT BOTTOM OF COAX BLOCKING AT 8' -0' AGL NOT USED 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE -. ICEBRIDGE DETAIL 24"x36" SCALE: 3/4" = 1 '-0" 11"x17" SCALE: 3 8" =1'-o" 4 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTIOtx DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CAR.~IER SERVICES IS STRICTLY PROHIBITED. 1 1/2" ' OCJ 8" WELD H-FRAME POST TO CONNECTION PLATE 3"¢ GALV H-FRAME POST GALV STL lj'_ 8x8x3/16 5/8"¢ GALV EXPANSION BOLTS, 3" MIN EMBED (TYP OF 4) 3"¢ GALV H-FRAME POST 1/4" 5/8"¢ GALV EXPANSION BOLTS, 3" MIN EMBED (TYP OF 4) GALV STL lj'_ 8x8x3/16 -----~~-___c=~==)--~-=~'-_"-'_-'-'___,_ EXISTING CONCRETE PAD " ,TI'",,, <I L\ <I MANUFACTURER: ALCATEL-LUCENT MODEL: LTE 9412 eNodeB COMPACT ENCLOSURE HEIGHT: 31" WIDTH: 20" DEPTH: 24" WEIGHT: 143 LBS D2Uv3ph3 BBU (2U) (SEE DETAIL 3, THIS SHEET)----._ USER SPACE (2U) (200W MAX) eAM ALARM MODULE (1/2U)---tHit1Hnl! FRONT (DOCJ~ OPEN) FAN TRAY---------crtiittr--1 FRESH AIR FILTER ---:i11:;;:;;;:JJJ NOTE: USER EQUIPMENT POWERED VIA SINGLE INPUT FEED <I MOUNTING PLATE DETAIL 24"x36" SCALE: 3" = 1 '-0" 11 "x 17" SCALE: 1 -1 2" = 1 '-0" --L ... "':',::{'. -..--------~ DC SWITCH PANEL (FOR d2U) ( 1 U) PDP-B (1 U) ~--- i I ! / / l!J. u'J / / TOP -----""' . -----------__J LUCENT EQUIPMENT CABINET SPECIFICATIONS 24"x36" SCALE: 1" = 1 '-0" 11"x17" SCALE: 1 2" = 1 '-0" 3 I • : NO. A D PACIFIC TELECOM SERVICES, LLC ~ '""""' ( . ARCHITECT ~tf ./1 • ..L,~,,. ,-1_ --~ RiCHARh!:1..,,i'lALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08nG/11 WJ ~ < ~ Cl\ w l'-VJ 00 Lr') en ~ w 0 0 ~ OJ .-< CT) e::: I <( UJ f-:s: rri CD ~ .. l'-~ z :r: \[) 0 CT) e- ~ 0 z 00 w r 00 O:' ~ z < ~ REVISIONS DATE DESCRIPTION INITIAL 01/05/11 ISSUED FOR PCD REVIEW BOE 03/03/1 I ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5 <City of nenton Planning C vision APR ~ 8 lUil PR.OPOSED ANTENNA CONFIGUR.ATION AND SCI llcLJULE ~- SECTOR X RADCENTER NUMBER OF VENDOR MODEL AZIMUTH ANTENNAS GSM 850 120' 80'-o" 1 KATHREIN 742-265 GSM 1900 UMTS 850 1 20' 80'-o" 1 KATHREIN 742-265 UMTS 1900 LTE 700 105' so'-o" 1 KATHREIN 80010764 SECTOR Y RADCENTER NUMBER OF VENDOR MODEL AZIMUTH ANTENNAS GSM 850 21 o· 80'-0" 1 KATHREIN 742-265 GSM 1900 UMTS 850 21 o· 80'-0" 1 KATHREIN 742-265 UMTS 1900 LTE 700 215' 80'-o" 1 KATHREIN 80010764 SECTOR y RADCENTER NUMBER OF VENDOR MODEL AZIMUTH ANTENNAS GSM 850 o· 80'-o" 1 KATHREIN 742-265 GSM 1900 UMTS 850 o· ao'-o" 1 KATH REIN 742-265 UMTS 1900 LTE 700 330' so'-o" 1 KATHREIN 80010764 NOTES: • po NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. • • PROPOSED AWS RRH UNIT MOUNTED AT ANTENNA LEVEL- PROPOSED 700MHz RRH UNIT MOUNTED AT ANTENNA LEVEL ___ _/ PROPOSED AWS RRH UNIT MOUNTED AT ANTENNA LEVEL-----~~ PROPOSED AT&T LTE PANEL ANTENNA EXISTING AT&T UMTS ANTENNA TO REMAIN PROPOSED AT&T LTE PANEL ANTENNA 24"x36" SCALE: 3/ 4" = 1 '-o" 11"x17" SCALE: 3/8" = 1 '-0" 1' 6" o" 1 ' ELEC. TILT 1' o· 5' 2' o· ELEC. TILT 4' o· 8' 5· o· ELEC. TILT 4' o· 8' 5· o· ' NI ' f-::J Cl'. ::, 0-f-N o« w (/) b MECH. TILT 2' 2' o· MECH. TILT 2' 2.' o· MECH. TILT 2' 2' O' '·, I I I "if, / RET TMA YES NONE YES (2) KRY 112 71/2 YES NONE YES (2) LGP 21401 YES - RET TMA YES NONE YES (2) KRY 112 71/2 YES NONE YES (2) LGP 21401 YES - RET TMA YES NONE YES (2) KRY 112 71/2 YES NONE YES (2) LGP 21401 YES - NUMBER OF COAX ¢ COAX DIPLEXED COAX LENGTH 2 7/8" 115· ...:o" . NO 2 7/8" 115'-0" ' NO 7/8" 115'-o" YES 2 (US U9) 0 FIBER 115' -0" NO NUMBER OF COAX !l> COAX DIPLEXED COAX LENGTH 2 7/8" 115'-o" NO 2 7/8" 115'-o" NO 7/8" 115'-o" YES 2 (US U9) 0 FIBER 115' -0" NO NUMBER OF COAX ¢ COAX DIPLEXED COAX LENGTH 2 7/8" 115' -0" NO 2 7/8" 115'-o" NO 7/8" 115· -o" YES 2 (US U9) 0 FIBER 115' -0" NO ..____ PROPOSED 700MHz RRH UNIT MOUNTED AT ANTENNA LEVEL RELOCATION OF EXSITING AT&T GSM ANTENNA -----PROPOSED AWS RRH UNIT MOUNTED AT ANTENNA LEVEL ----PROPOSED AT&T RAYCAP SQUID MOUNTED NEAR ANTENNA LEVEL ..____ PROPOSED 700MHz RRH UNIT MOUNTED AT ANTENNA LEVEL rr• G'•, ' •. _/~ ~ EXISTING AT&T UMTS ANTENNA TO REMAIN PR.OPOSED ANTENNA CONF!GUR.ATION 2 SECTOR X AZIMUTH GSM 850 120' GSM 1900 UMTS 850 120' UMTS 1900 SECTOR Y AZIMUTH GSM 850 21 o· GSM 1900 UMTS 850 21 o· UMTS 1900 SECTOR Y AZIMUTH GSM 850 o· GSM 1900 UMTS 850 o· UMTS 1900 24"x36" SCALE: 3/4" = 1'-0" 11"x17" SCALE: 3/8" = 1'-o" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TG CARRIER SERVICES IS STRiCTLY PROHIBITED. EXISTING ANTENNA CONrIGURA TION AND SCI IEDULE RADCENTER NUMBER OF VENDOR ANTENNAS 80'-o" 1 KATH REIN BO'-o" 1 KATH REIN RADCENTER NUMBER OF VENDOR ANTENNAS 80'-o" 1 KATH REIN 80'-o" 1 KATH REIN RADCENTER NUMBER OF VENDOR ANTENNAS so'-o" 1 KATH REIN Bo'-o" 1 KATH REIN EXISTING AT&T GSM ANTENNA TO BE REMOVED AND RELOCATED EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING AT&T GSM ANTENNA TO BE REMOVED AND RELOCATED 1 ' MODEL ELEC. MECH. RET TILT TILT 1' YES 742-265 2' o· YES 5' YES 742-265 2' 2· YES MODEL ELEC. MECH. RET TILT TILT 4· YES 742-265 2' o· YES s· YES 742-265 2' 5' YES MODEL ELEC. MECH. RET TILT TILT 4' YES 742-265 2' o· YES 8' YES 742-265 2' 5' YES TMA NUMBER OF COAX NONE 2 (2) KRY 112 71/2 2 NONE 2 (2) LGP 21401 TMA NUMBER OF COAX NONE 2 (2) KRY 112 71/2 2 NONE 2 (2) LGP 21401 TMA NUMBER OF COAX NONE 2 (2) KRY 112 71/2 2 NONE 2 (2) LGP 21401 EXISTING AT&T UMTS ANTENNA TO REMAIN------~ COAX !l> COAX DIPLEXED LENGTH 7/8" 115' -0" NO 7/8" 115' -0" NO 7/8" YES 115'·--0" (U8 U9) COAX !l> COAX DIPLEXED LENGTH 7/8" 115'-o" NO 7/8" 11s'-o" NO 7/8" YES 115'-o" (U8 U9) COAX !l> COAX DIPLEXED LENGTH 7/8" 11s'-o" NO 7/8" 115' -0" NO 7/8" 115'-o" YES (U8 U9) ( i L~---I , 'I --~n __________ . o:, @ © © -- EXISTING AT&T GSM ANTENNA TO BE REMOVED AND RELOCATED @ -----t-------t--/ __ , --·-··---·--r··-----1 ----1- -r--- ____ 1 ____ . ---+-T--- -----=t==-----1 --- ---,---; ____ , __ EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING ANTENNA CONFIGUR.AT'ION 1 at&t Your world. Delivered. i + PACIFIC TELECOM SERVICES, LLC ~828 \REGISTERED rn l ARCHITECT I }i/t/~~Jd -fi~/H!t:_ \_!TATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08~0111 u.J ~ < ~ O', I'- l() ~ 0 ,.......; ~ UJ M I'-:r: \f:) ~ ~ z < ~ w {/) w ~ I f- <D -- (J) 0 (X] (X] - REVISIONS (X] l[) 0 (X] (J) <( 5 . z 0 f-z w 0:: NO. DATE DESCRIPTION INITIAL A 0 01/05/11 ISSUED FOR PCD REVIEW BDE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER Df--EJy of Ren on f'--~l~ning Divis pn APR 2 8 lUJI ------------------~---~---- NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS 12.2" 700MHz & AWS RADIOS -~ (2) DC POWER RUN --------,- (1) FIBER RUN------------cr- ~--DC POWER BUS DC6-48-60-RM RACK MOUNTED SURGE PROTECTION BTS -~------~----------· ---------- ' OJ 0 rno-~1 SOLAR SH llLU RRH MOLJ;~TING BRACKETS r :I DC6-48-60-18-8F SQUID SURGE PROTECTOR FIBER/DC SCHEMATIC ' 24"x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS 10.6" 1 ----===n=- 6 ' 0 I N _----AT&T GPS ANTENNA ,,-------1 7 /8" 0,0. PIPE -t -- 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: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE = EL:C:VATION MANUFACTURER: KATHREIN MODEL: 80010764K WEIGHT: 40.8 LBS DIMENSIONS: 55.2" X 11.8" X 6.0" FREQUENCY: REFER TO RF DATA SHEET REMOTE ELECTRICAi_ DCWNTILT ACTUATOR, TYP RF CONNECTCJ~. TYP-- 11 .8" TCP 11.8" BOTTOM M[CI IA~IICAL DOWNTILT S.O" '1 11.8" f BRACKET~ '1 fflil'"""'-'ff I V 11 IJ FRONT N ,n ,n {3~'-"<'c.111' ! I ' ' I : ~ ' N ,n U) ~F CONNfCTDF,, -iYP REMOTE ELECTRICAi. DOWN IIU ACTUATOR. TYP 5 KATHREIN ANTENNA SPECIFICATIONS ,__--MONOPOLE J.-.---1 7 /8"¢ PIPE INCLUDED IN MOUNTING KIT (#81841) RAYCAP "SQUID" DC SURGE PROTECTOR STANDOFF SS BANDING 24"x36" SCALE: 3/4"=1 '-Q" 11"x17" SCALE: 3 8"=1'-0" MONOPOLE STANDOFF SS BANDING 4 H-------1 7 /8"¢ PIPE INCLUDED ~~ IN MOUNTING KIT (#Bl 841) ,,,__ ___ RAYCAP "SQUID" DC SURGE PROTECTOR PLAN RAYCAP ,, 11 _Q" ,, , , ' - MOUNTING PIPE ----a 0 N MANUFACTURER: ALCATEL-LUCENT MODEL: 9442 RRH 700MHz_ 15.5 (Lower Band) HEIGHT: 21" WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS RRH 700MHz DETAIL 24"x36" SCALE: IJ " 3 FRONT ISO V!EW 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: " " 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, ' ' 0 0, . 2 I' , "' n I-z ::::, u =~ n 0 2 LI •-- / --I-t:-:::::J ,-- 0 ,i N ~'Cc-.->L,~_J --cr_J--ff-----"k I \1, ltl ,Iii !! ;I " - BH 6B B~'1gi; BB~g:,fg 8ggg ~B',88 8~ 66 --+-+-----+---\ \ r\ \:-\ ,~r- : l ··:. : \ . '·, \ I, 18.0" , , MOUNT , MANUFACTURER: RAYCAP MODEL: DC6-48-60-18-8F "SQUID" '--MOUNTING BRACKET BY MA~IUFACTURER at&t Your world. Delivered. ' + NO. A 0 PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT ~· I .. ~tf , RICHARB·B. t:AL:.l STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 0~20111 WJ ~ < ~ °' I'-- l!") ~ 0 -~ WJ ('(") I'--J: \!) < ~ ~ ~ ~ REVISIONS DATE DESCRIPTION w (/) CX) L[) w 0 > CX) <( _OJ I <( f--s <D ~ " ~ z 0 OJ f-- 0 z CX) w co O'.'. ~ 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FINAL CONSTRUCTION INITIAL BDE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS APR ~ 8 1U11 , 'I ._ .,a•,,, , .> ,•, •Y'·•' .l~ ,.. '' •>··1•·H'<1'tll5i1'·1W·•T'r•, ( '-> I> /\ , \ \ \ l,/ <] A , ' \ . ' ' / / X X X X I X I X I X I X X I X I X X I X I X X I X I X X I X I X X X X X I x __ X --x-x-x-x I i X X X h X ~ X , I -- ' ' X I I I \ , X ,, X 1-----1---- I I ,_ ____ ·-" '. 12 ' ... ,. ' ,,. -/ / / / 7 3 10 l>----1 9 X -X -X -x -x ----. I~ " 0 _____,J,~~~~~~ ('-'t;-,0 ~ ==-~~~==--=~::;::.:=(]I:j__u~o &, __ st? l~w~~~: I / / ~-- _, LO ~-1 1----- 1 I~ -- 1 1---- I lii.2!il-1 --~ I b:=1 " ,1 0 X b-x-==-x-~=-x-==-x~-~~x--~-x-==-x-:~-x-==-x-==-x-:~~-x-x-x-x-x-x-x-x-x-x-x X X X X X X \ + + ( X I ·,_ X I X X X X X X + + ( X "" + "" + + / + / 1 1 "" / + "" + '--- + / + 11"x17" SCALE: 3/32" = 1 '-0" 1 24"x36" SCALE: 3/16" = 1 '-o" ~ j SCI !EMA TIC GROLINDlNG PLAN 4' 2· o" 4' THE INFORMATION CONTAINED IN THIS SET CF CONSTRUCTION DOCUMENTS IS ,0 ROPRIETA~Y BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBl~ED. "" / + "" + / + / + \ ) SYMBOL '> ) DESCRIPTION SYMBOL North to be determined by ~ite survey (if possible). DESCRIPTION GROUNDING KEYED NOTES: (i) CAD WELD (TYP). SEE DETAIL 2/E-2. ® EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF TOWER WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7 /E-2 FOR GROUND WIRE CONNECTIONS, ANO SEE DETAIL 6/E-2 FOR COAX GROUNDING. EXISTING TOWER GROUND BUS BAR AT BASE OF TOWER. 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. 0 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. @ EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7 /E-2. ® #6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP OF 3) SEE DETAIL 5/E-2. (j) #6 AWG 700 RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP OF 3) SEE DETAIL 5/E-2. ® #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUSS BAR (TYP OF 3) SEE DETAIL 5/E-2. ® #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING GROUND SYSTEM. @ #6 AWG GPS ANTENNA TO TIE INTO EXISTING GROUND SYSTEM (jJ) #6 AWG ICEBRIDGE TO TIE INTO EXISTING GROUND SYSTEM @ GC SHALL VERIFY EXISTING CONDITIONS W/ PROVISIONS FOR (2) #2 AWG BARE TINNED GROUND LEADS FROM TOWER MGB TO TOWER GROUND RING GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE' SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. ' 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT, BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. ' 4. CONTRACTOR TO' VERIFY AND TEST GROUND TO SOURCE, GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE. ' 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, ANO RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELOS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES (WHERE APPLICABLE) 1----------------------------1 ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING © • • "---fu,,. COPPER GROUND ROD TEST WELL CADWELD CONNECTION -GROUND BAR SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM 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 LOCATIO~J 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. i + I -+ NO. A 0 PACIFIC TELECOM SERVICES, LLC ~828 I REGISTERED. ~] \ ARCHITECT l~~~~atf ~"!~~iLL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/11 u..J ~ < ~ O', I'--- l.() ~ 0 -~ ~ (.Y) :r: I'--- \() <( ~ ~ z < ~ REVISIONS DATE DESCRIPTION w l/J w > <( :r: I- lD ~ Ol 0 co co ~ co LO 0 co rn <( 5 . z 0 I-z w 0::: 01/05/11 ISSUED FOR PCD REVIEW 03/03/11 ISSUED FOR FINAL CONSTRUCTION INITIAL BDE CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 City of Ai nton Planning Di ision APR ~ 8 ,011 24"x36" sc~?JoT ~~~~ 15 11 "x 17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE -11 11 "x 17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE 8 4 24"x36" sc~? JoT ~~~~ 14 11 "xl 7" SCALE: NOT TO SCALE 24"x36" sc~? JOT ~ ~~~ } 0 11 "x 17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT ---~ ~-------~ ' COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER\ .....__ I---\ I -<-------- ©©©© ©©©©© , __ ~/ *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE ------ r, © © ~ - - ----------- ~ -----. ©© © ~© © © --~ USED WITH #2 AWG BCW TO ~ "'-BUILDING SERVICE GROUND ---GROUND CONDUCTOR SHALL OR GROUND RING ________ BE ELIMINATED WHEN NOTE: - GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE INSTALLATION 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE 7 3 24"x36" sc~?JoT ~~~~ 13 11''x17" SCALE: NOT TO SCALE NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL --NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) 24"x36" sc~? JOT ~ ~~~ 12 11 "x 1 7" SCALE: NOT TO SCALE /NEW 4"x 24"x 1/4" thk COPPER GROUND 0 BAR. INSTALLED BY GENERAL CONTRACTOR 0 ' ' 0000 0 A 0 0 0 0 0 0 0 0 0000 ..,, 0000 0 A 0 0 0 0 0 0 0 0 0000 0 .::::. ;i-< 0 00 0 0 0 0 0 0 0 0 0 0 ' ' 0 0 24" , -, ' FIELD VERIFY ~ #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) _____ _,,-GROUND BAR NOTES: ANTENNA CABLE--~-~ --:1 : ·· 1 WEATHtRPROOFING KIT _ (SEE NOTE 3)----------_J CABLE GROUND KIT --------~ #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR (TYPICALLY) 12" TO 24" l 120• MAX. 1" M ' 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. - 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. TYPE TA '-......" ~ TYPE VV TYPE GT CABLE GROUND KIT CONNECTION I TYPE VN ll ~~ '--" TYPE VS TYPE GY 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE TYPE NC TYPE SS TYPE VB TYPE PT TYPE GR TYPE GL CADWELD GROUNDING CONNECTIONS 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE 6 2 TO ANTENNAS RX2 LJ -<'V TX 1 /RX 1 c~~x~\:l ~ ( .) ,JFJ 1;~ CONNECTOR KIT (TYP.) SEE NOTE 2 1 ,= 1 ....... v 24"x36" SCALE: NOT TO SCALE 11 "xl 7" SCALE: NOT TO SCALE WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) L: L~J\ ,, -, ISOLATE FROM TOWER HALO 9 WEATHERPROOFING r -1 v~--#5 AWG w/ #2 TO LOWER TOWER BUS t-><, \ BAR ANTENNA CABLE TO BTS EQUIPMENT (TYP.)~ ' i COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP 0r· " MONOPOLE OR UTILITY POLE '--•-TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION 24"x36" SCALE: NOT TO SCALE 11 "x 17" SCALE: NOT TO SCALE NOT USED 24"x36" SCALE: NOT TO SCALE 11 "xl 7" SCALE: NOT TO SCALE 5 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Delivered. : + NO. A 0 PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT EXPIRATION DATE OF THE LICENSE: 06120/11 r....w ~ < ~ ()\ I'-- L(') ci 0 ...- ~ U.J r::r) I'--:c '-0 ~ ~ ~ ~ REVISIONS DATE DESCRIPTION w (J) co L() w 0 ~ co Ol I <( 1--s lO ~ " ~ z 0 Ol 1-- 0 z CXJ w CXJ 0-: ~ INITIAL 01/05/11 ISSUED FOR PCD REVIEW BDE 05/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 City of 1fH1ton Planning Oivision r- 383'-10" ,~--48'-11" ~-68'-10" ,,--SE 1 88TH PL ----~---_l_ __ __J f---·. - w U) _J --J Q I ------------------f--- I I I N ,-- ,-- 24"x36" SCALE: 1" :;c= 1 oo' -0" 11"x17" SCALE: 1" ~ 200' -0" f----- 100 50 0 1 oo' 48'-2" ) --- 1305'-1" w U) f---u ::r: f--- 7 sso'-o" 74'-10"---- EXISTING AT&T SITE COMPOUND if,11, i//.1// /.1/// //////1.1////1//ili . ' i .' ·' '/ .' /;/ii/ii /// ----10'-5" ,/i//1 11· I / / / I I ' i 263'-5" ~------~SETBACK-'+'++-',-----SETBACK 32'-2" 2s'-o" EXISTING WATER TANK ' 0 I ;,. lD 0 -------j ·' " a, I N 198' -10" 200·-10" 194' -o" • -0,: . u ... <{ I rn ... w lD (/) ' " '° u I o§ '° t:i a, (/) 163'-4" 25'-0" ITT I 303'-6" 300'-3" APN: 3223059075 ~ ~ ~" ' ,,,J ')1 303'-6" 20'-4" 307'-2" "") " 35'-o" -l l_- ---c7'----". (') J> 0 ON tri 01~ (/) I "' "'· o· J> 0 ".I " I') " ('.') I I ,., " w U) w > <( ::r: f---c.o ,-- 58'-8" I I 1 __ I I -- -- --I I I --- ,---j-------------------.-------sE 188TH ST N 0 0 I ~ 0 ' 63'-1" w U) w > <( ::r: f---c.o ' -3" N I c() c() 158'-3" ------ ' ~---- " N I ;,. c() - SE 189TH PL w U) -_J Q_ ------::r: f- l'- 11 w U) w > <( ::r: f--- --· ~02 .. ·--· ·-·----· ---.. ·-·-.... -- -,------ ,-----~-----SE 191ST ST --- ------ -- THE INFORMATION CO~ITAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CAR,IER SERVICES IS STRICTLY PROHIBITED. --- --- -- I I I I ~ I -- _ _J Ncrth tu l,,e dde,minud by siti? survey (if pcssibl€). I I w U) w ~ ::r: f--- 0 N w U) w ~ ::r: f--- 0 N ~-- --- NEIGHBORl-1000 MAP 1 at&t Your world. Delivered. i + I -& NO. A D PACIFIC TELECOM SERVICES, LLC UJ ~ < ~ 0\ w ['-... VJ co --·. ··r_n·· . .. Lf) ~ w 0 0 ~ co ....... (J) ~ I <( WJ f-s r0 <D ~ .. ['-... ~ z :c \{.) 0 (J) f-< 0 z co w ~ ~ co Cl'.'. ,- z < ~ ... REVISIONS DATE DESCRIPTION INITIAL 01/05/11 ISSUED FOR PCD REVIEW BOE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE NEIGHBORHOOD MAP SHEET NUMBER A-0 T--,-~----------.------,-; -·--~=--r-··-7-·-,- / I ,' l I _!/ _/ l / i ' / , / ' . i / / ! i / ! ! ! / -7---. I I / I I / I I I / / I L~ ------------ ~--------- -------- i 4x1sTING PARKING LO/ 21·-10" SETBACKS i I ------- 263'-10" SETBACKS ---+-----------. ----" --- --------------- '.(!:)~?~): ' ·~j 24"x36" SCALE: 11"x17" SCALE: 1" === 20' -0" 1" ::c.s 40' -0" X x-- '.'" : 'J'} i ,' ' ·~} I 1s'-o" -..... ' \ \,·itl(-!;. / __ ~/ '.""1 .;.,J.' .,. .r ------------- 0 -I 0 0 N w z =:; ' '~-' ... · 20 10 0 ' J ~ j . . . , , ~ ... -·----~~ . . . . ' . . l:0~i~~fit '., • ;("~f~~~~ ' ,_,• 20' . ' - SE 188TH ST -~----- PROPERTY LINE 300' -3" ~-EXISTING CARRIER 20' -5" x 30' -6 TELECOMMUNICATIONS COMPOUND X EXISTING CARRIER 27' -6" x 42' -0" TELECOMMUNICATIONS COMPOUND~ x _ >< L X -X APN: 3223059075 PROPOSED AT&T TO ADD (3) NEW PANEL ANTENNAS, (6) RRH UNITS, .AND,.(1)_.'SQUID" SURGE PROTECTOR AT ANTENNA LEVEL AND ADDITION OF LTE EQUIPMENT MOUNTED ON AN EXISTING TE43 CABINET AND (1) GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA ·-,---;----/ --~ EXISTING 26' -4" x 50' -0" PROJECT AREA . . . . . ' -' ' ' . . / / :l~f~~t~J} < (~~~~~ 0 • ,.':~· /~/ / / / /: . / PROPERTY LINE 303' -6" X I X I EXISTING 21'-6" x 34' -8" BUILDING / ~·[.:~~~~; ~ EXISTING BUILDING\ ·' ;({t~J~~: .,r~~rI:rf!~ ~1 • ~. ·--' EXISTING . 24' -9" x 51'-11" BUILDING • 0 C o{1)'.t~ft1,~ ;, ' , ,_. .,- ~~~~~--~~ / /.//./// ./ / THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCU,l,IENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBIED. INGRESS EGRESS 0_::~?~(1}1~:; ~, ;. ' •,.,-' ~.:?li:?% '.~ ' ·=--' ;(~f::rrt: ' ' ' 0 _': f~'.{'.:L'.~!\~ ' ;l?l~?t~~ ,/ ," ' ' '."" ' 0 -I 0 0 N w z =:; ~ u: w [L 0 0:: ()_ I I I I w (/) w ~ I f----c.o 58'-8" • .. -. ,- EXISTING BUILDING ,/ / //// ----~--~=== SE 188TH ST ---------~ EXISTING BUILDING ----Ill-. EXISTING BUILDING // / /,% // ;% / // / :I / ;% / % % / ' :I 'i////// / ____ /// / I I f+----- 1 I E ISTING B ILDING / / North to ce determined by 5ile survey (if pssib.e). LEGEND ------------ .----SUBJECT BOUNDArN LINE -~ -..>:. --------RIGI iT-01' -'WAY CENTERLIN[ -----------RIGHT-OF-WAY LINE -------------ADJACENT BOUNDARY LINE -----------SECTIONAL BREAKDOWN LINE ---OHP--OHr) __ _ OVERHEAD POWER LINE -JGP --UGP--UGP-GURIEQ POWER LINE BURIED GAS LINE ---OI-IT--OfiT---OVERHEAD TELEF'HCNE LINE -UGT -··---UGT ------UGT ----BURIED TELEPHCJN[ LINE --W -W -W -W ------BURIED WATER LINE ---·· ss .... ----ss ------ss --BURl[D SANITARY SEWER --SD--SD---so-----BURIED STORM DRAIN DITCH LINc/rLOW LINE RCCK RETAINING WALL -VEGETATION l.lNE -x-x-x-x-x-CHAIN LINK FENCE WOOD FENCE -x-x-x-x-x-BARBED Wl~E/WIRE FENCE ~ ):( rn ['8: p E-- 111 [QI DJ 0 T~ANSFORMER y FIRE HYDRANT LIGHT STA~JD/\RD N GATE VALVE POWER VAIJ LT ffi WATER METER UTILITY BOX .0. FIRE STA1~D PIPE 'JTILIIY POLE D CATCH OASIN. TYPE POU::: GUY WIRl @ CATCH GASIN, TYPE GAS VALVC: fl. SIGN GAS METER 0 BOLLA.RD rF:1.EPHONE VALJI.J r.:::J ~!AIL BOX TELEPHONE RISEFl 234.21 SF'CJT lLEVATION NOTE: ALL NE\'(~1&T ANTENNAS, •.. MOUNJING., HARDWAf,lE AND EQUIPMENT TO BE PAINTED' TO MATCH EXISTING I PARCEL NUMBER: 322305-9075 LEGAL DESCRIPTION: NE 1/4 OF NE 1/4 OF SE 1/4 OF SE 1 /4 LESS CO RD LESS S 157 FT VICINITY MAP / : \,Lr 00 """..j IL .;('1' "l{>? .,.,,_ ~. .) I II SITE ENLARGED SITE PLAN - l at&t Your world. Delivered. • , NO. A 0 PACIFIC TELECOM SERVICES, LLC UJ ~ < ~ (J\. w ['-.-(/] co LO LO ct:: w 0 0 ~ co ~ 0) ~ I <( UJ I-5 ('(") (D ~ . :r: ['-.-~ z \[) 0 0) I-< 0 z co w ~ :S co Cl'.'. ~ ~ ~ REVISIONS DATE DESCRIPTION INITIAL 01/05/11 ISSUED FOR PCD REVIEW BOE 03/03/11 ISSUED FOR FINAL CONSTRUCTION CRW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ENLARGED SITE PLAN SHEET NUMBEfb, ityof Fi A I Pfann1n .' _-rii.'on -9 DI\ is,· on APR 2 8 .,., ..