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12-100713
�CITY OF . Federal Way March 13, 2012 Sunny Ausink Racific'telecom Services 568 1" Avenue South, Suite 650 Seattle, WA 98104 CITY HALL FILE 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Re: File #12-100713-00-PC, PREAPPLICATION CONFERENCE SUMMARY AT&T Mobility - Modifications to 4 PWSF Sites in ROW Dear Ms. Ausink: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held March 8, 2012. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The applicant proposes the installation of new Personal Wireless Service Facility (PWSF) antennas to existing structures in the following rights -of -way: 1216 SW Dash Point Road; 2629 SW Dash Point Roast; 47'h Avenue and SW Dash Point Road; and 31031 21" Place SW. Ancillary equipment will also be added and/or replaced within the equipment enclosures at each site. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. Ms. Ausink Page 2 March 13, 2012 PLANNING DIVISION (Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com) Zoning Designations — Utility poles at the three sites along Dash Point Road are residentially zoned areas. The utility pole at 31031 21" Place SW is zoned Neighborhood Business (BN). 2. Environmental Review — Site improvements at the three sites along Dash Point Road are not categorically exempt from State Environmental Policy Act (SEPA) review pursuant to WAC 197-11- $00(25)(a)(ii) as the- facility-exceeds-micrecell thresholds -defined -in-197-�H-800(2-5)(b)(iii}and the -- facility is not located in a commercial, industrial, manufacturing, forest, or agriculture zone. Prior to issuance of any land use, right-of-way, or electrical permits, each site will require an environmental checklist and threshold determination. The city does utilize the optional DNS method of combined land use and SEPA notifications when environmental checklists are thoroughly completed. The site at 31031 2151 Place SW is categorically exempt from environmental review. 3. Site Plan Review — Three separate Process III Master Land Use applications will be required for the Dash -Point -locations wthe r-Wase-d-improvemen ex� EPA tlexi a ffir-ES-Fold limitations. Process II MLU application is required for the 3 103 121" Place SW site as the antenna addition and height increase are considered a material change to the approved architectural design of the existing improvements, therefore, exceeds provisions set forth in FWRC 19.15.030(1)(e). These applications are administrative and conducted by city staff with a final decision issued by the Director of Community and Economic Development. The applicant will be notified of application completeness status at the time of intake for the Process II application. For the Process III applications, the Planning Division will notify the applicant of application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. For Process II and III applications, FWRC limits the administrative review to 120 days from the date of complete application. The 120-day review period will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification or the land use application will expire. 4. Public Notice — The Process III applications will require a 14-day comment period. No public notice is required for the Process II application. The Notice of Application and anticipated environmental determination soliciting comments will be published in the Federal Way Mirror, posted at the utility pole sites, and on official notice boards within the city. Mailed notice to all residences within 300 feet of the subject property is also required. The applicant is responsible for submitting stamped mailing envelopes (one set per Process III application) for property owners within 300 feet of each utility pole location. If the optional DNS method cannot be utilized for instances such as incomplete environmental checklist(s), the city will require the applicant to submit an additional set of stamped envelopes for a separate environmental notice. The city's GIS Division can provide this service for a nominal fee. Please see the enclosed handout for further information. Critical Areas — The Lakota site is within a Geologically Hazardous Area (steep slope and potential landslide hazard) and therefore requires separate administrative approval for the proposed expansion of the platform. FWRC 19.160.010 requires a 25-foot setback from Geologically Hazardous Areas 12-100713 Doc. LD. 60550 Ms. Ausink Page 3 March 13, 2012 unless an applicant demonstrates that no reasonable alternative exists and has the capability of designing improvements that will not lead to or create any increased slide, seismic, or erosion hazard. Please submit a soils report prepared by a professional engineer, which describes how the proposed development is consistent with the criteria set forth in FWRC 19.160.010 and how it will impact each of the following on the subject property and nearby properties: o Slope stability, landslide hazard, and -sloughing 0 Seismic hazards 0 Groundwater 0 Seeps, springs, and other surface waters 0 Existing vegetation The report will also need to identify methods for mitigating identified impacts and a description of how these mitigating measures may impact adjacent properties. 6. Equipment Cabinets — Additions or upgrades within existing equipment enclosures or buildings, so long as there is no material area expansion of the equipment enclosure or building, or change to the approved architectural design of the existing equipment enclosure or building, are exempt from site plan review. It appears all enclosure upgrades with the exception of the 2629 SW Dash Point Road (aka Lakota) improvement will be exempt. Pursuant to FWRC 19.255.020(1)(f), proposed Lakota enclosure/platform improvements will need to be relocated outside of the five-foot side yard setback imposed on single-family residential (RS 15) zoned properties. Landscape screening utilizing evergreen plantings will be required (FWRC 19.255.020(4)(b)) to mitigate sight impacts from Dash Point Road. Arborvitae and/or Tall Oregon Grape are examples of typical screening plantings suited for screening purposes. Screening Standards — PWSFs shall be screened or camouflaged through employing the best available technology and design. This may be accomplished by use of compatible materials, location, landscaping, color, and/or other methods or techniques to achieve minimum visibility of the facility as viewed from public streets or residential properties. Proposed color matching of pole, antenna, and hardware will be an accepted screening method. 8. Maximum Height — The combined antennas may extend up to 15 feet above the existing structure, plus the height of the proposed antennas. As shown on submitted drawings, proposed antenna attachments are below 15-foot thresholds. 9. Maximum Panel Antenna Size — Panel antennas located on existing structures in a public right-of- way are limited to eight feet in height. As shown on submitted drawings, proposed antennas are eight feet in height and therefore meet standards. 10. Application Requirements — In addition to the provided Process H and Process HI checklist, the applicant is required (FWRC 19.255.050) to submit the following on the plan sets or as a component of the plan sets: 12-100713 Doc. I D. 60550 Ms. Ausink Page 4 March 13, 2012 a. Photo -simulations of the proposed facility from affected properties and public rights -of -way at varying distances. These photo simulations should include examples of camouflage and stealth installation options. b. Architectural elevations (existing and proposed) of facility and site. C. (Lakota Site Only) - A site/landscaping plan showing the specific placement of the PWSF on the-sits-showingthe4oeation-of-existing-struetures-i trees,—fnd-other,signrifcant site -features; and indicating type and locations of plant materials used to screen PWSF components. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) 1. Surface water runoff control and water quality treatment are regulated by the 2009 King County —Sur-c"e-ftfer Design Mai iudl-(KCSWDM) andthe—'Cify aI F e ara I W ay A d d en um to th a-1909 KCSWDM. As proposed, this project does not meet the thresholds provided in these documents for drainage review, and no analysis of or revisions to the storm water system are required. 2. Any work within the public right-of-way, including temporary traffic revisions, will require a Right - of -Way Use Permit. Please contact Kathleen Messinger, Engineering Technician, at 253-835-2725. BUILDING DIVISION (Scott Sproul, 253-835-2633, scoff.sproul@cityoffederalway.com) A building permit will be required for the platform expansion at the "Lakota" site listed at 2629 SW Dash Point Road. . CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. 12-100713 Doc. LD. 60550 Ms. Ausink Page 5 March 13, 2012 If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Matthew Herrera, 253-835-2638. We look forward to working with you. Si e Matthew Herrera Associate Planner enc: Master Land Use Application Process III Submittal Requirements Process II Submittal Requirements SEPA Checklist Building Permit Application Ann Dower, Senior Engineering Plans Reviewer Scott Sproul, Plans Examiner 12-100713 Doc. I.D. 60550 Feiieral Way March 1, 2012 Sunny Ausink PTS 568 1S1 Avenue South, Suite 650 Seattle, WA 98104 CITY HALL FILE 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: File #12-100713-00-PC; PREAPPLICATION CONFERENCE SCHEDULED AT&T Mobility - Modifications to 4 PWSF Sites in ROW, Federal Way Dear Ms. Ausink: The Community and Economic Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee and a meeting with the project applicant has been scheduled as follows: 9:00 a.m. — Thursday, March 8, 2012 HyJebos Conference Room Federal Way City Hall, 2nd Floor 33325 8"' Avenue South Federal Way, WA 98003 We look forward to meeting with you. Please coordinate directly with anyone else you would like to attend the meeting as this will be the only notice sent out by the department. If you have any questions regarding the meeting, please contact me at matt.herrera@cityoffederalway.com, or 253-835-2638. Sincerely! V4 Matthew Herrera Associate Planner Doc LD, 60551 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 24, 2012 TO: Ann Dower, Development Services Scott Sproul, Building Division Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera, Planning Division FOR DRC MTG. ON. March 1, 2012 - Internal March 8, 9:00am with applicant FILE NUMBER(s): 12-100713-00-PC RELATED FILE NOS.: None PROJECTNAME: AT&T MOBILITY - MODIFICATIONS TO 4 PWSF SITES IN ROW PROJECTADDRESS: Four ROW locations in NW portion of city ZONING DISTRICT.- ROW PROJECT DESCRIPTION: Modifications to (4) existing PWSF sites with addition of ancillary equipment. All sites are in rights -of -way. LAND USE PERMITS: Preapplication Conference PROJECT CONTACT. PTS SUNNYAUSINK 5681 STAVESSuite650 MATERIALS SUBMITTED: Photoshop renderings and plan sets 111 S Jackson St, 2^d Floor Seattle, WA 98104 (206) 342 9000 UTILITY POLES SITES: SS63 ADELAIDE —1216 SW DASH POINT RD- PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS64 LAKOTA — 2629 SW DASH POINT RD - PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS65 DUMAS BAY - 4fH AVENUE SW AND DASH POINT ROAD — PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS66 DECATUR — 3103121ST PLACE SW — PROPOSAL TO ADD (3) NEW LTE ANTENNAS TO EXISTING UTILTY POLE ALONG WITH ANCILLARY EQUIPMENT The modification will not result in a change in visual impact, and is part of a technology upgrade being performed on AT&T/New Cingular Wireless's network, in order to improve service to its customers and strengthen reliability and capacity in its network. SS63 1216 SOUTHWEST DASHPOINTROAD FEDERAL AY9 WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Sunny Ausink Phone: (206) 342-6390 I Networks at&t December 16, 2011 The illustration above is a representation of the proposed project based on information provided oy the cuent. actual consuucuon ninr —T ��N • ��r - -- -- --- for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrudry, the true nature of the installation will be apparent. e'iEV: Frriapars6d bdy: C'L pacific Telecom Services,, LLC V96'v Alraar! Loop !?rive, Casta Mesa, CA 92626-3414 L�l SS63 ADELAI DE 1216 SOUTHWEST DASH POINT ROAD FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Sunny Ausink - Phone: (206) 342-6390 Viaw *-- 2 GoodmanNetworks at&t `lelnCeY YnnNIP(:9e OOW—& December 16, 2011 The illustration above is a representation of the proposed project based an information provided by the client. Actual construction may vary dependent on approveo conmrucuon pins U— L11-1— I Y. ----- __...___I ._ ..__ . _ for any post production design changes. Monotree disclaimer. (in the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual livingtree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effortwill be made to disguisethese components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature ofthe installation will be apparent. ;=—ram RE.. Prepared by: CJL Pacific Telecom Services, LLC I AI pert 3199 C NrLoop Vve, Carta MM CA M28-3414 11 SS63 ADELAIDE 1216 SOUTHWEST DASH POINT ROAD FEDERAL WAY, WA 38023 AT&T Liability 16221 NE 72nd Way Redmond, WA 98082 Sunny Ausink - Phone: (206) 342-6390 viet" A. 1 a t & December 19, 2011 The illustration above is a representation of the proposed project based on information provided by the client. Actual construction may vary aepenuem on app[ U— r• --••- --•-.-._.,- for any post production design changes. Monotree disclaimer: (in the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual livingtree. The final installation will have cables, cable parts, and various attachments, such as antennas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent. �=-�_ IB(33C@d L.lL Pacific Telecom Services, LLC I 3159 C Airport ieop Drive, Co6Z6-3414 Costa Mesa, CA 92 SS63 ADELAI DE 1216 SOUTHWEST DASH POINT ROAD FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Sunny Ausink - Phone: (206) 342-6390 VIAW *- 9 GoodmanNetworks at&t v�iwci•r.raw�e;igc 0.1.....i December 19, 2011 The illustration above is a representation of the proposed project based on information provided by the client_ Actual construction may vary dependent on approves construcuon prat anu I,- t• ��•••- •�•--- •• --• ••___, ._ ..__ . _ for any post production design changes_ Monotree disclaimer fin the event that the proposed installation induces a monotree)The proposed installation is an artistic representation of a tree, and not intended to bean exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature ofthe installation will be apparent. Prepared by: CJL Pacific Telecom Services, LLC 3139 C Airport Laop Dria, Costa Mesa, CA 92626-3414 PROJECT INFORMATION PROJECT dESCRIEMON ATkT PROPOSES TO MODIFY ►++ EJTISITMIG UNSTOPPED I�1.ECOMMUNICATION FACILITY BY REPLACING EXISTING ANTENNA MOUNT iNCL.UdkG {,2 E%iSi1NG ANTENNAS. WISH A NEW AHTR+NA MOUk7 AND THE ADDITION OF (2) LTE PANEL ANTENNAS PLUS (2) TMA'S MOU BEHIND EACH ANTENNA AT ANTENNA LEVEL AT&T AUTO PROPOSES TO REPLACE AN EXISTING TE44 EOUIPMENT CABINET AND REPLACE IT WITH (2) STACXED PURCELL CABINETS. (4) RR UNITS, AND (4) DIPLD(ERS; MOUNTED ON A NEW H-FPAME WITHIN AT&T LEASE AREA, APPLICANT: AT&T MOBILITY RTC BUILDING 3 W FOURSQUARE CHURCH �] PO BOX 24000 FEDERAL WAY, 980 16221 NE 72ND WAY REDMOND, WA 98052 CONTACT: TOD �[] PH: TBD LODE INFORMAnON: ZONING CLASSIFICATION: RS15.0 ROW OWNER: CITY FEDERAL WAY �,n� BUILDING CODE 2pa� 20o°I l� PUBLIC WORKS CONSTRUCTION TYPE LIB CONTACT: TBD PH: TBD OCCUPANCY: S-2 JURISDICTION: CRY OF FEDERAL WAY POLE -owilm, PUGET SOUND ENERGY CURRENT USE TELECOMMUNICATIONS FACILITY 10608 NE 4TH ST PROPOSED USE TELECOMMUNICATIONS FACILITY BELLEVILE, WA 98004 CONTACT: MARTY O'CONNOR SJJ r 0C; TION, (RASED OH NAD 83): PH: (425) 462-3109 LATmIDE sr I 4D.191' N TEAM LEAD: LONGITUDE 12Z 21' 1.958' W GOODMAN NETWORKS TOP OF STRUCTURE AGL• 50.00' KIRK ND, W A98 NE KIRKLAND, WA 98033 BASE OF STRUCTURE AMSL• 322.00' CONTACT: AARON IMPER PH: (425) 622-7574 5153200621 SITE ACOUISTTION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: BECKY TODD PH: (206) 310-1793 PE uim2N G: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 95104 CONTACT. SUNNY AUSINK PH: (206) 446-0448 RF ENGINEER: AT&T MOBILITY CONTACT. LUKASZ GRABARSKI PH: (425) 698-6272 GENERAL INFOUGON' 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT ARCH PROJECT CON_^ULB P RICHARD S. HALL. AIA PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS PACIFIC TELECOM SERVICES, LLC 111 SOUK{ JACKSON STREET, 2ND FLOOR 8815 122ND AVE NE 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE WA 98104 KIRKLAND, WA 98033 SEATTLE. WA 98104 CONTACT: KATIE KENNEY PH: (205) 321-1116 CONTACT: ROBERT LEIGHTON PH: (206) 909-9454 PH: (206) 46�4402 EMAIL: R1-FIGHI'ON0PTSWACOM at&t Your world. Delivered. ADELAIDE SS63 1216 SOUTHWEST DASH POINT ROAD FEDERAL WAY,WA 98023 VICINITY MAP :sw7Had: se. �" • ' �s.:7 4. -„' y.; P ���$L49051n 5[ N' • ,�_. sw:De1.'a sT .. s�r��mr s�` 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 PRIVATE 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 RGHT 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 PORTIAND 7.6 MI AT EXIT 147, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR S. 272ND ST. 02 MI TURN RIGHT ONTO S 272NO 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 1215 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: l $j CONSTR MANAGER: (PROJECT MANAGER INSB MANAGER: •CONSTR MANAGER: TRANSPORT: ,EQUIP ENGINEER: COMPLIANCE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED 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 EXISDNG & 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 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. PRELIMINARY CONSTRLICTION DRAWINGS I2/220/11 TO BE REVIEWED / REDLINED & SIGNED LEGAL DESCRIPTION I mi i POLC• SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SIN DASH POINT ROAD FEDERAL WAY. WA 98023 EQUIPMENT PARENT PARCEL: MARINE VIEW MATES ADD SWLY 1/2 ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWO PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXNATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION REQ REQUIRED ELK 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 ANT INTERIOR STL STEEL IBC INTERNATIONAL STRLCT STRUCTURAL DEL DOUBLE BUILDING CODE STD STUD CIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LEIS POUNDS ON DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWLING MTL METAL TYP TYPICAL MFR MANUFACTURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EO 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 70 SCALE WP WATER PROOF FLUOR FLUORESCENT FLR FLOOR OC ON CENTER Fr FOOT OD OUTSIDE DIAMETER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD at&t Your world. Delivered PACIFIC TELECOM SERVICES, LLC 0 O Z N OCO CL CO = Q T Lnv1 W J Q O Ld T!i REVISIONS NO. DATE I DESCRIPTION INITIAL A jvWII ISSUED FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TILE SHEEP SHEET NUMBER T-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION OOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE THAN THAT WHICH RELATES TO CARRIER SERVICES IS SIRICT'LY GENERAL MOTES: 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 UMTTED BY. DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR. OMISSION. OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NDT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO THE MEANS OF CORRECTING ANY ERROR FRECTIFY IRST HE APPROVED THE SITUATION. BY TOWER NETWORK CARRIER CONSTRUCTION SMALL PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISTT THE JOB SITE TO FAMIUAL;jZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR HAVING BEEN. AWARDED THIS PROJECT SHALL MST THE CQNSTRUCTON SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONOIONS 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 WRING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN 210 WALK. 4. NOT USED S. THE OWSMUUCCTpN LIN HAVE MACE EVERY EFFORT To MET AND CONTIIACT BoWmENIS THE COMPLETE SCOPE IN wom CONTRACTORS OWING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSONS. OR ERRORS IN THE DRAWINGS ANO OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE 1NSEIiT OF THESE DOCUMENTS. THE BIOBER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRING) 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. WWINGS ARE NOT To RE NETWORK RIER IS NOT RESPONSIBLE F� ANY ERRORS UNDER ANY RESULTING FECUMSTANCE HIRESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE AVER SCALE SHOWN ON PLANS. 7. OWNER. CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT EEFMANAGER TE7ST�PTpDRAWINGS AND SPECIFICATIONS PRIOR CONSTRUCTION, 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TG PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED. AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT OOCUMENT5. THE CONTACTOR 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 MATERWS ACCORDING TO WMUFACTURER-SNNOOR'S SP'ECIFECATIONS 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 =Cl# REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NDTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC ALRNCRRY. MUNICIPAL AND UTILITY COMPANY SPECIFIGATONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEAR LNG ON THE P[RFGRNANCE OF THE WORK. 14. NOT USED 15, A COPY OF GCVCWNG AGENCY ES 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 TD BE USED BY 714E WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SANE INFORMATION AS GOVERNINO AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLAINS, BI GOOD CONDITION, COMPLETE WITH ALL REVISIONS. ADDENDA, Ar70 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. WTDI A COPY OF ALL REVISIONS. ADDENDA. ANDIOR 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 CCKSIRLX710H PROJECT UNLESS NOTED OTHERWISE 17. THE CONTRACTOR SMALL 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 SHALLTHE CONTRACTall GF THE P AND SITE WHILE THE WORK IS INPR OGRESS 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- IHE CONTRACTOR. DR SUBCONTRACTOR AS SPECIFIED IN THE AMEEMENT BETWEEN EXPENSES OF REPAAtA AND/OR RCTOR AND CONTRACTOR, SHALL HEAR THE REPLACEMENT OF UTILITIES OR PROPERTY DAMAGE We OPERATIONS IN CONJUNGTON WITH THE E4CUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPUCATiON OF ANY DRAWING 08 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 5HALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCE'PTONS: 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 RHISHES 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 DISTERESUITED OVER ROUGHFLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADES FOR THE STRUCTURE TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRFMGTH 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 TEMS DESIGNATED TD BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT Wj,"ER AS PART OF THE AS -BUILT DRAWING PACKAGE 26. SEAL ALL PENETRATIONS THROUGH RRI -RATED AREAS WITH U.L. UST£D OR FIRE MARSHNI APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TD ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXnNGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DEVIANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCnON. 29. THE PROJECT. WHEN COMPLETED, SHAH. COMPLY WITH LOCAL SECURITY CODES AND TIRE-24 ENERGY CONSERVATION REQUIREMENTS. (TITTLE-24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING S TO COMPLY WITH CHAPTER 54 OF THE US. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MA7ERNLS (42 FIR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MARE NECESSARY PROVISIONS TO PROTECT EXSTING IMPROVEMENTS, FASETMENTS, PAVING. CURBING. ETC. WRING 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 RUBVI SK CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN COMM" AND FREE FROM PNNT SPCTS. 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, ANO/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES. MECHANICAL EQUIPMENT, PLUMBING, HA,RDWAR£. 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 SMALL BF 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 REDUIRED 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 00 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 SHILL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TONER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES. ANDOR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN L"ECT IS CONE SO THROUGH THE COMPANY OR MANUFACTURER PROVDOING THE PRODUCT, RMRE. AND/OR EQUIPMENT ONLY. UNLESS SPECIFIC RESPONSIBILIT7' IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTONI CALL BEFORE YOU 0101 BURIED UTILITIES DM7 IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 40 HOURS PRIOR TO CONSTRUCTION. 1-800-727-2600. 44.CONTRACTOR TO REPLACE ANO/OR REROUTE ANY EXISTING UNDERGROUND LT1L[TIE$ ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE GONTPACTOR IS RESPONSIBLE TO CAL COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTIONI BASED ON SPEGIFTC 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 REDUNED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REBUKED 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 CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE. COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) PEARS STARTING AFTER THE DATE OF SLBSTANTTAL COMPLETION OF THE PROJECT, UNLESS OTHERWSE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION UNES 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 TWPODS. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESGNER/FABRICATOR TO ENSURE THAT THE FINAL fW SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACA13L MATERIALS, TE]ITURFS. AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL PEEP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING 810) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHRcCT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING 'AS -BUILT DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEDL RMVt IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE PANDUfr CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. SYM BOLS: OGRID R rE-cRENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERUNE PROPERTY/LEASE LINE MATCH LINE �- WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT ELECTRICAL CONDUIT A COAXIAL CABLE -0/H- OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL T PLYWOOD 0 SAND ® WOOD CONTINUOUS WOOD BLOCKING STEEL (N) NEW (E) EXISTING Q NEW ANTENNA 41 EXISTING ANTENNA ® GROUND ROD rr GROUND BUS BAR • MECHANICAL GRIND. CONN. A CAOWELD ❑® GROUND ACCESS WELL Q ELECTRIC BOX Q TELEPHONE BOX LIGHT POLE O FND. MONUMENT $ SPOT ELEVATION ® SET POINT 0 REVISION at&t Your world. PACIFIC TELECOM SERVICES, LLC REVISIONS NO. DATE I DESCRIPTION INITIAL A 12WPI ISSUED FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEEP TITLE GENERAL NOTES & SYMBOLS SHEG-1 T NUMBE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETART BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS • GTFp- p - ExSnnG i � - � �v.,�� BUlU71NG �`[� v sATaT PROPOSES TO }MODIFY AN MISTING UNSTAFFED TELEC0111RJNICATION FACILTTY BY REPLACING DZTING ANTENNA �y �• v MOLRIT INCLUDIHG (2) EWnNG ANTENNAS. WHIT A NEW ANTENNA a MDUNr AND THE ADDITION OF (2) LTC PANES. ANTENNAS PLUS (2) c TMA'S MOUNTED BQNIND FJkCN ANTENNA AT AHTE)IhLA LEVEL AT&T / a $ tA7SC PROpGSEi TO REPLACE AN EXISDNG TE43 EQUIPMENT CABINET cpp m o \ '4AH0 REPLACE IT WITH (2) STACKED PURCELL. CABINETS, (4) RRH v r ,EXISTING UNITS, AND (4) AIPLE7fEni, MOUKI M ON A NEW H-FRAME WIT" 0 � TT�i 1 r \ ATar LEtisE AREA P y � � � EXISTING � � p BUILDING ti�$yrEQ6i 0*0 P L / F .9 G _ R I E771SIDNG \ SW LEGEND - - SUBJECT BOUNDARY LINE --------- RIGHT-OF-WAY CENTERUNE RIGHT-OF-WAY LINE - - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN UNE aw DHP OVERHEAD POWER LINE — Ora— UGP— UcP— BURIED POWER LINE BURIED GAS LINE OHr— art OVERHEAD TELEPHONE LINE — Ucr— UGT— UGr— BURIED TELEPHONE LINE —w —w —w —w — BURIED WATER LINE —55-55—SS— BURIED SANITARY SEWER —SD —SD —SD— BURIED STORM DRAIN EXS- EpJTLOWG DITCH UNE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE —x—x—x—x—x—CHAIN UNK FENCE 0 ❑ ,^r WOOD FENCE — x — x — x — x — x — BARBED WIRE/WIRE FENCE TRANSFORMER ARE HYDRANT IS j( UGHT STANDARD D4 GATE VALVE d © POWER VAULT BT WATER METER ® UTILITY BOX Q FIRE STAND PIPE p 0 UTILNY POLE ❑ CATCH BASIN, TYPE I Zf p POLE GUY WIRE ® CATCH BASIN, TYPE II D] GAS VALVE a SIGN f f ® GAS METER BOLLARD T� TELEPHONE VAULT o MAIL BOX D TELEPHONE RISER 234.21 SPOT ELEVATION ALL NEW AT&T LTE ANTENNAS�MOUNT. \ MOUNTING HARDWARE AND EQUIPMENT o 170 BE PALMED TO MATCH EXISTING e=nEXIS INNO HG ¢ EXISTING I / I PARK BUILDING 1 / / I � _1. ///j 575320062i ' //�v�NF\ r�, PO � - -- � \ / BULDING BUILDING ExIISSTING \ PARK1HC� \ P Y Z.ZEX I�IN G NG7k 7 PARCEL I Q EXDSDNG WILDING +�-VI 5153200621 EXISTING 72 \ BUILDING AIL Ems n N G 5 1 \ BUILDING I L / �- E7fIST1NG y� BlA4D1NG `Z BUI�L DING ExisI BUILDING Donima \ / � TREE y Tim BUILORNO h � v� � v �• �?�` G o E]45rIHG / \ ¢� o - • , v .. a - BUILDING \ •n avn M ��7 SUBJECT POLE IN RIGHT RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY. WA 98023 VICINITY MAP " �. sITF OVERALL SITE PLAN I 1 at&t Your world. PACIFIC TELECOM SERVICES, LLC Li W � O N U- REVISIONS N0. DATE DESCRIPTION INITIAL A 1717111 ISSDED FOR PCO REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET �jITLLE OVERALL SI SHEET NUMBER A-1 24•.36' SCALE. 1- = 30'-Q• I•� 11•xT7• SCALE: 1• = 60•-G• 3fS�fS�" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 BY NATURE. ANY USE OR DISCLOSURE THAT WHICH RELATES TO CARRIER SERVICES IS zl 11 EQUIPMENT MODIFICATION , 2 A-7 A-2 WZ. G _3 - - T II EXISTING � � EXISTING P TREE LPAA/I(I 7 v / 24'x36' SCALE: 1' - 10'-0' 1'x17' SCALE: 1' - 20'-C' 7 THE INFORMATION CONTAINID IN THIS SET OF N DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE r THAN THAT WHICH RELATES TO CARRIER SERVICES AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFFD TELECOMMUNICATION FACILITY BY EXISTING ANTENNA MOUNT WCISIDTNG (2) EXISTING ANTU44 S. WITH A NEW ANTENNA MOUNT AND THE ADDITION OF (2) LTE PANEL ANTENNAS PLUS (2) TMA'S (APPOSTROPHY I SEW GUT OFF) 1f0UNYE9 BE}7W0 EACH ANTf'm AT ANTENNA LP,YEI.. AT&T N,SO PROPOSES TO REPLACE AN ExC; M TE43 EDUIPMENfT CABINET AND MUM TT WITH (2) STACKED PURCaL CABINETS, (L yL HH-�P-R ME�WTTHtNAND ( ATAR&l DIPUDMIS�, MOUNTED�J/AfI JI 1 / IN IS STRICTLY PROHIBITED - I F LA& ANTENNA NG MODIFICATIONS lJ c. P , LEGEND - - SUBJECT BOUNDARY LINE --------- RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER UNE — UGP— UGP— UGP— BURIED POWER UNE BURIED GAS UNE OHT— OHT OVERHEAD TELEPHONE LINE — UGT— UGT— UGT— BURIED TELEPHONE LINE —w —w —w —W — BURIED WATER LINE —SS—SS55— BURIED SANITARY SEWER —SD —SD —SD— BURIED STORM DRAIN DITCH UNE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE - X—X—X -X -X- CHAIN UNK FENCE WOOD FENCE - x - x - x - x - X - BARBED WIRE/WIRE FENCE FA TRANSFORMER FIRE HYDRANT x( UGHT STANDARD D4 GATE VALVE © POWER VAULT ES WATER METER ® LJTILTTY BOX ,Q FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I E-- POLE GUY WIRE ® CATCH BASIN, TYPE II M GAS VALVE s SIGN 12 GAS METER ^ BOLLARD O TELEPHONE VAULT c MAIL BOX o TELEPHONE RISER 234.21 SPOT ELEVATION NOII;: ALL NEW AT&T LTE ANTENNAS/AIOUN% MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING PARCEL NUMBER (S): 5153200621 SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD, NEAR 1232 SW DASH POINT ROAD FEDERAL WAY, WA 98023 VICINITY MAP L: JI • b A _ SITE is � r i _ IF SITE PLAN 1 1 PACIFIC TELECOM SERVICES, LLC REVISIONS NO- DATE I OE� IHRW, A JIV20111 LSSUEO FOR PCO REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-L� NOTE: ALL NEW AT&T LTE ANTENNAS/MOUNT, MOUNTING HARDWARE AND EQVIPMEM TO BE PAINTED TO MATCH EXISTING EXISTING AT&T 6' VERTICAL CONDUITS (2 TOTAL)•-- �7 PROPOSED AT&T (2) TMA'S (1 PER SECTOR) EXISTING PSE 50'-0" HIGH UTILITY POLE 2 PROPOSED AT&T ARTOM A-5 MOUNT EX1Ef14SIM PER STRUCTURAL ETT OTHERS - EXISTING AT&T EQUIPMENT MOUNTED AT UTLITY POLE' r PROPOSED AT&T 6" VERTICAL 2 I CONDUITS (2 TOTAL) A-+ PROPOSED AT&T LTE 5 PANEL ANTE^INA (1 F_ PER SECTOR. 2 TOTAL) RE OCATEO EXISTING AT&T ANTENNA (1 PER SECTOR. 2 TOTAL) — A—T Z-11 %1 D AT&T (2) Pu MOUNTED D7NW + NORM SLAB AT&T UMTS NOKIA CABINET AT&T 6'-0' OD FENCE AT&T A/C PANEL AT&T METER AT&T 6'0 (2 TOTAL) 9 AT&T GPS k F- e AT&T GPS ; AT&T CABINET AT&T ABINET 3 AT&T CABINET EXISTING AT&T �' R• CONCRETE PAD w ,= w by 24"x36" SCALE 1/2' t•—o• PROPOSED ENLARGED COMPOUND PLANI ] I 24 x38' SCALE 1/2• 1-° 1 ]'xTT SCALE, 1 j4" 11"07' SCALE: 1 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIE7ART BY NATURE. ANY USE FIR OLSCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING AT&T 6' VERTICAL CONDUITS (2 EXISTING PSE HIGH UTILITY EXISTING AT& MOUNTED AT AT&T ANTENNA TO BE ED (1 PER SEMOR. 2 701TAL) —1-11 AT&T —43 TO BE REMOVED AT&T UMTS NOKIA CABINET AT&T 6'-0' OD FENCE AT&T A/C PANEL AT&T METER AT&T 6'0 (2 TOTAL) AT&T GPS 1 AT&T CABINET ; AT&T ABINET AT&T CABINET AT&T 7E PAD m v.qb' Obn+r, q EXISTING ENLARGED COMPOUND PLAN 1 at&t Your world. PACIFIC TELECOM SERVICES, LLC 0 REVISIONS NO. OATS DESCRIPTION IMTIAL A iZWkII LSSUEO FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE OEM & PROFOSm eamm CONFOUND PWLS SHEET NUMBER A-2 7 PRC•P05E') 7,TdcT (2) TMA'S F— (t P SECTOR) 5 PROPOSED AT&T LTE PANEL ANTENNA ( I PER SECTOR. 2 TCTA e2 PROPOSED AT&T AMENNA MOUNT EXTENSION PER A-5 STRUCTURAL BY OTHERS — RELOCATED EXISTING AT&T ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING AT&T 6' VERTICAL CONDUITS (2 TOTAL)--•1 NOTE: A1,1, NEW AT&T LIE ANTENNAS/I,fOUNT, MOUNING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING EXISTING PSE 50'-0' HIGH UTILITY POLE — PROPOSED AT&T 6' VERTICAL A -a CONDUITS (2 3 6 PROPOSED AT&T DIPLDLERS A -a - (2 PER SECTOR. 4 TCTAL�- 3 3 PROPOSED AT&T 70GMHx W UNIT HOUNTm ON PROPOSED H-FIVOM A- - (1 PER SECTOR, 2 TOTAL--->, EXISTING A , UTILITY RACK ATRT {23 STACKED PURCELL CABINETS ePROPOSED UN A� MOTED ATOP OF VMNO AT&T CONCRETE SLAB EXISTING AT&T 6'-0' HIGH WOOD FENCE PROPOSM AT&T AWS 3 2 RRN UNTO MOUNTED ON PFKWUS D N-FWAIE 0 PER SECTOR. 2 TGTAL)- 26's36' SCALE: 3/8' 1'-0' 11'x17' SCALE 3/16' = 1'-02 1 l iE INFORMATION CONTAINED IN THIS SL•- OF CONS R EXISTING AT&T MOUNT TO BE EXISTING AT&T RELOCATED (1 EXISTING AT&I CONDUITS (2 EXISTING PSE HIGH UTILITY EXISTING AT! CABINET TO PROPOSED NORTHWEST ELEVATION 12 P4'917 SCALE3/1 iT�1T SCALE: 3/16* IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHMTEO. EXISTING NO COSTING AL HIGH WOOD EXISTING NORTHWEST ELEVATION I 1 Clat&t Your world. PACIFIC TELECOM SERVICES. LLC 1O N REVISIONS NO. DATE I DESCRIPTION IINfrW_ A tUM/11 ISSUED FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET H�� SHEET NUMBER A-3 WOOD POLE LS 1/2'0x4' (TYP) — UNISTRUT 0 7'-0' D.C.- EXISTING 7/8' CAOX CABLES (12) TOTAL, (6) PER CONDUITS -- EXISTING 6' VERTICAL CONDUIT (2) TOTAL — PROPOSED VERTICAL 6' CONDUITS (2) TOTAL— PROPOSED 1-5/B' COX CABLES (4) TOTAL. (2) PER N CONDUITS — 8' 3'0 GALVANIZED H-FRAME POST GALVANIZED It B'xB'%3/16' 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 5/B'0 GALVANIZED EXPANSION BOLTS, 3-1/2- MIN EMBED (TYP OF 4) GALVANIZED R 8'x8"x3/16' a 4 a c C d e EXISTING CONCRETE PAD d 4 . NOT USED�j H—FRAME POST MOUNTING DETAILl 4 ,",ALE: NOT TO SCAL' E J II ;4:9 s M'-;' R SAL 4V I41J LJI I nvv I L.__y�•+-• 247 x38' 5CAlE: 1-1/ 'mot' 11'r1T IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OT RRU 70OMHz (TYP OF 3) RRH PIPE -MOUNTED TO UNISTRUT PER MANUFACTURER, TYP DIPLEXERS RRU AWS (TYP OF 3) 1 5/5'xt 5/8' S.S. UNISTRUT U-BOLTED TO 3'0 PIPE, TYP- OUTDOOR BBU ENCLOSURE — ENCLOSURE MOUNTED TO UNISTRUT PER MANUFACTURER - NOTE' CABINET WEIGHT: 50 LEIS 12RU 19' RAILS. FRONT TO BACK ADJUSTABLE FULLY LOADED CABINET: 100 LES em • -UQN MATERIALS • MATERIAL ALUMINUM (LIGHTWEIGHT, CORROSION -RESISTANT 2S • PAKP. GR-487 TESTED & CERMED POWER COAT CABINET a P DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIROND CTRONER, HEAT IXHANGER,OR THERMOELECTRIC COOLER 1 • LATCHES: TWO -POINT LATCNED, PAD LOCKABLE N 1!1 m ENVIRONMENTAL OPTIONS o 0 THERMOELECTRIC COOLER: 4DOW 0 O'dT, +24VDC, -48VDC OR 120VAC AIR CONDITIONER: UP TO 2,000 BTU/HR AIR SWING HANDLE CONDITIONER WITH HEATER FRONT DOOR HEAT EXCHANGER UP TO 39W/'C HEAT EXCHANGER, +24VDC OR -48VDC SAL o ACCOMMODATES UP TO 6OAHR BATTERIES r� m o rh r FTRi;y NOTE N N • (3) 1/2'; (3) 1'; (1) 2' 31/2' OR 2' KNOCKOUTS CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LEE AC POYiER�PT10N5 11 24' 3OA-MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE CABINET _ SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE 6-POSITION 19' RACK -MOUNTED (1RU) OR 12-POSITION a (2U) AC i.OAD CENTERS AVAILABLE IN VARIOUS CONFIGURATONS- CAN BE EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY 1-POSITION OR 2-POSITIONS AND Z 6-POSITION DIN -MOUNTED AC BREAKER PANEL (12DV OR 240V CONFIGURATIONS). OPTIONAL DIN-MOUNIIED 1V55 RECEPT • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET N a MOUNTING OPTIONS 4' PUNTH 14' PUNTH • POLE MOUNT KIT • WALL MOUNT KIT VERNCAL CABINET -ON -CABINET STACKING SWING HANDLE J FRONT DOOR — S-2' 25' FLX16WS CABINET SWING I I1 I I�mow FNNDL£— ' 1 I I i DOOR l L J i DOOR ^=1,t O O 24' FLJC12W5 CABINET RRU 70OMHz (TIP OF 3) 1 5/6'x1 5/8' S.S. UNISTRUT U-800-ED TO 3.0 PIPE, TYP RRH PIPE -MOUNTED TO UNISTRUT PER MANUFACTURER, TYP AWS (TIP OF 3) ©l FRONT DOOR I SWING HANDLE STRAPPING I ,, PER MFG. 11 r, W III j� MNT oz ll LJ DOOR r m U O n SWING N HANDLE xC o j PUNTH 61: at&t Your world. PACIFIC TELECOM SERVICES, LLC 0 Z N C) 0 o_ rn -elm aLLJ H- 3 2 < 0 Lu Q REVISIONS N0. I =E I iiscwi 110N Y+riL•L A KLWINI WATED " PM RENEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE FLX12WS FRONT ELEVATION FLX12WS SIDE ELEVATION CONSTRUCTION DETAILS SHEET NUMBER PURCELL CABINET DETAIL(FLX12WS AND FLXI6WS 1A-4 24'x36' scALE: 1'-1'-0' 1'xsr'=r'—n INFORMATION CON AINED IN THIS SET OF THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. TOP OF PROPOSED PROPOSED LTE PANEL ANTENNA (TYP OF 3)- B BOTTOM '0 TOP OF EXISTING PANEL ANTENNA RELOCATED PROPOSED ANTENNA MOUNT (TYP OF 3)- BOTTOM OF EXISTING PROPOSED 14'-6' LONG 2-7/8• TO 4-1/2- PIPE MOST (TYP OF 3)— B NOTE MOUNTNG DETAIL FOR REFERENCE ONLY P.S.E TO PROhADE STRUCTURAL OE'SiGN AND ANALYSS PROPOSED 3•s XI 4• ANM U-3OLTED TO THE PROPOSED AWENNA PIPE MASTS FOR ADDED RIFIDETY (TYP OF 3) PROPOSED TWIN TMA M0UNTED ON ANre" PIPE. MOUNT BEFUHO PROPOSED] LTE ANTENNA (TYP OF 3) PROPOSED MECHANICAL MP OF 1 KIT PER AA k_-_) PROPOSED 3'13'91/4' ANGLE U-BOLTED TO THE PROPOSES) ANTENNA PIPE MASTS FOR ADDED RIFIDITY (TYP OF 3)--\ EXISTING SNOMISHEO PUD WOOD UTILITY POLE — PROPOSED 14'-6' LONG 2-7/8' TO 4-1/2- PIPE MAST (TYP OF 3) - A-A PLAN VIEW 1 PROPOSED FLUSH MOUNT ADAPTER DUAL. LEVEL (TYP OF 6)— PROPOSED MINI RING MOUNT ASSEMBLY 3 QYP OF 2) PROPOSED 14'-B' LONG 2-7/8' TO 4-1/2- PIPE MAST CM OF 3)- EXISTING SNOMISHED PUD WOOD UTILITY POLE PROPOSED MECHANICAL EDT (1YP OF 1 KIT PER ANTF3'1HA) S—B PLAN VIEW_ EXISTING SNOMtSHED PUD WOOD UTILITY POLE PROPOSED FLUSH 1 MOUNT ADiAFTER DUAL LEVEL (IYP OF e) LPROPOSW MINI RING MOUE ASSEMBLY (ONLY f l TTON 1 SECTOR SHOWN FOR ,ELEVA CLARITY) (TYP OF 2) Ally I CIYIYH 1j[.11ilLr7 24'x36' ` '3/4' I " G 1 f'x1P SCALE: 318' 1'-0' BY NATURE. ANY USE OR DISCLOSURE OT N N (I<tr) 0-1/2' TO 28' TOLE DIAMETER 6 ti ,t C11/16- (REF) ITEM OTY PART No. PART C N LENGTH UNIT Wr. NET INT. T 3 X-UGLM MINI RING MOW., WELOMENr 20.82# 62.46$ 2 6 G58R-14 5/8' GR-2 THREADED ROD 14' 1.21# 716# 3 6 G58R-24 5/8' GR-2 THREADED ROD 24' 2.08# 12.48f Q 12 G58FW 5/8' FLAT WASHER (F436) 0.03f 0.361 0 12 G58LW 5/8' LOCK WASHER 0.021 0.24/ © 12 G58NUT 5/8' HEX NUT (HDG) 0.12# 1.44f TOTAL WT. I 88.45# 1 SNDTc-, MOUNT DETAIL IS TYPECAL OF EMS PROVIDED WrEl1111A ATTACHMENT. REFER TO RADIO PLAN FOR SPECIFIC ANTENNA INFORMATION, A A ll �� 1;L I II II I 11 II I� —j SECTION A -A WEL ANTENNA (TYP) T DETAIL 4/A-3.1 PE MOUNT [1YP] VALMONT MICROFLECT PART #91001 OR APPROVED EOUAL .IA,lL i'_M 3 NOTES 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANCOM MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED, 2). TO SET THE DEGREE OF DOWNITLT. ALIGN THE DESIRED HOLDS ON THE SCISSOR BRACKETS AND SECURE U51% 5/16 INCH HARDWARE PROVIDED. 3). THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. Hlm OTY PN Descrlptlon 1 1 602355-6 Adaptor, Pole, Lower 2 1 601542-2 Bracket, Downtilt. Pole Q3 1 601543-1 Bracket, Downtilt, Antenna 0 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt 4 572000S15SFP 1/2 Split Washer L°J 2 571000HH2O32SFP 5/16 X 1 Hex Head Bolt Q7 2 5720DOS13SFP 5/15 Split Washer DETAIL B PART DESCRIPTION LENGTH UNIT WT. NET Wr. 1 4 X-214130 BEM PLATE V—CLAMP 12 5/0 in 10.89 43.54 2 24 G58LW 5/9' HDG LOCKWASHER 0.03 0.63 QS 24 C58NUT 5/8' HDG HEAVY 2H HEX NUT 0.13 3.12 Q B G5811-14 5/8'x14' THREADED ROD (HDG.) 1.22 9.76 TOTAL WT. 111 57.05 LWRM UNIVERSAL RING MOUNT FOR POLES 12' TO 45' OIA. (ORDER SEPARATELY) tot I OR I UGLM MINORING MOUNT FOR P0L6 1TO 20' DOA. SEPARK — � (ORDER SEPARATELY) e _ i eat&t Your world, PACIFIC TELEC0M SERVICES, LLC REVISIONS NO. DATE I DESCRIPTION INMAL A I7/M/11 ISSUED FOR PCO REVNEw RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITEO- PROPOSED ANTENNA CONFIGLIP-ATION AND S( HE:DULE SECTOR B AZIMUTH RADCENTER NUMBER Of ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA 7 YES NONE GSM 550 YES NONE GSM 19 00 210' 48'-0' 7 OWERWA 7750 0• q• 7 0' IT YES NONE UMfS 850 YES NONE TFAW-078PI 11 -001 UMTS 1900 LTE 700 210• 54'-0' 1 KMW _ SECTOR G AZIMUTH RADCENTER NUAITEN� VENDOR MODEL EiEC. TILT MECH.RIET MT TW 7 YES NONE G91 BSO 45 48•-0' , OWERWAV 7780 - q 0' 0 YES NONE GSM 1900 NONE UMTS 850 P YES YES YES NONE TTAW-07BP111-001 q• 0' UIfiS 1900 LTE 700 1 S. I 54'-0' 1 _ �I USE COAX LENGTHS FOR CUT LENGTH-S' NMI&TM • CONFIRM THAT GENEML CONTRACTOR IS USING LATEST VERSION OF RFOS. EXISTING AT&T 5' VERTICAL CONDUITS (2 TOTAL)` PROPOSED AT&T (2) TMA'S (t PER SECTOR) —� EXISTING PSE 50'-0' HIGH UTILITY POL PROPOSED AT&T ANTENNA MOUNT DaINSM PER STRUCTURAL BY OTIiEASJ EXISTING AT&T EQUIPMENT MOUNTED AT LMLnY POLE— 6 N EXISTING AT&T 6' VERTICAL CONDUITS (2 TOTAL)---�, EXISTING PSE 50'-0' HIGH UTILITY POLE — PROPOSED AT&T ANTENNA MOUNT EXTENVON PER STRUCTURAL By MUM — EXISTING AT&T EOUIPMENT MOUNTED AT UTILITY POLE w E414A AT 48'-O' RAt CyM ti a'Y� a N COAX 0 1 7/8' 2 7/8' 1 7/9' 2 71W 2 " OF; Do COAX 1 /9' 2 7/9• 1 7/6' 2 7/5' 2 1-5/0- PROPOSED AT&T 6' VERTICAL CONDUITS (2 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (1 PER SECTOR. 2 TOTAL) ky PRopom AT&T 6' VEERTICAL CONDUITS (2 TOTAL) ,—RELOCATED METING AT&T ANTENNA (1 PER SECTOR. 2 TOTAL) 0;io" SECTOR B AZIMUTH RAocDm GSM 850 210 48'-0' M1900 O UMTS 190D SECTOR G AZIMUTH RADCENTER GSM 850 45' 48'-0' GSM 1900 UIfiS 850 UMTS 1900 7 EXISTING AT&T 6' VERTICAL CONDUITS (2 EXISTING PSE HIGH UTILITY EXISTING AT& MOUNTED AT EXISTING ANTENNA CO IRATION AND SCI IF.DLILE I MODELPEDEC ME RET TMA VENDOR MILT YES NONE YES NONE pYIETWA 7700 YES NONE YES NONE VENDOR MODEL MECM TILT RET TYA 7 YES NONE q'I YES NONE OWERWA 7780 0• 0' 7ES NONE YES NONE c u Q 0 COAX 0 AT&T ANTENNA TO BE M (7 PER SECTOR. 2 TOTAL) AT&T ANTENNA TO BE REMOVED p I • PACIFIC TELECOM SERVICES. LLC O REVISIONS NO, I DAIS DESCRIPTION INITWL A i2M/11 ISSUED FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER 2e,.W SCALE. 1' - I•-0' t,'xt7• SCALP. 1/2• = 1'-0• , E THE INFORMATION CONTAINED IN THIS SET OF 24-x36' SCALE ,• _ ,'^'O• PROPOSED ANTENNA CONFIGL RATION Z 11'x17• SCALE 1/Z" - 1'-D' 1 DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERWICES IS STRICTLY PROHIBITED. EXISTING ANTENNA CONFIGLIRATION 1 I I.D. PIPE PRO 1 PIPE TO CLAMP SET IT# ACPOBK) liSlIES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY D CANNOT HAVE ANY L ppCE®ING 0% OFTHE SURFACE AREA OF HEMISPHERE AROUND THE GPS ►NTENK& 2. ALLY ANTENNA LOCCLEAR s. IONS UST laABLE TO REC Baron FINIAL LOCATION O MIiENNA. UM OF On NOT USED[-7 :ALE: NOT TO SCALE I NOTE MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS M Fl 01PLE% FILTER FOR J& MH2 AND AWS/PCS WITH DC AUTO SENSE MODEL NUMBER: CM1007-DBFXBC DIMENSIONS: 4.921x8.96x3.27' (I25x227.5x83mm) WEIGHT 6.5 Ibs 3-0 K 4� 3�O m m L MOUNTING BRACKETS MANUFACTURER: ALCATEL—LUCENT MODEL 9442 RRH 70OMHz-15.5 (Lower Bond) HEIGHT. 21' WIDTH: 12.2' DEPTH: 10.8' WEIGHT: 51 LBS :1 1 Kmn f uumnL. LAG I nl� 3 } 24^x36' S(`iI F. I 112.E I'-O" 11'Ye7' S_tl7 -• IdLa'-0' IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO C NOTE MOUNT RRH UNffS PER MANUFACTURES SPECIFICATIONS Nacl�ir n � 1� MANUFACTURER: ALCATEL—LUCENT MODEL' 9442 RRH AWS HEIGHT: 24.4' WIDTH: 10.6' DEPTH: 6.7' WEIGHT: 43 LBS 2-11-1 s12' EJL E=r "-D'O'! 2 ' MANUFACTURER: KMW COMMUNICATIONS MODEL: AM—X—CO-17-65—OOT—REr (967 WEIGHT: 59.5 LBS DIMENSIONS: 11.8' X 5.9' X 96.0' FREQUENCY: REFER TO RF DATA SHEET I1.6 11,8 m m �+ xi ri Q 92II4M RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR. TYP MECHANICAL DOWNTILT 71.8 BRAGKEi FRONT SIDE 5 PACIFIC TELECOM SERVICES, LLC O O z cV O 0 a = Q a 3 0 V f1j w J Q 1O uj to \ IO REVISIONS NO. DATE I DESCRIPTION INRIA1- n 1=/Ikj ISSUED FOR PCO RO'LV RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF AND EQUIPMENT DETAILS SHEET NUMBER R-F-2 THE CONTAINED IN THIS SET OF CONSTRUCTION IS STRICTLY PROHIBITED. za•s36• scALE: ,r2' = r-o• SCHEMATIC GROUNDING PLAN 1 „•x,r sr„ c• ,I•' = V—o• 2' ,' D 2- THE RIFQRMATION CONTANIED IN THIS SET OF CONSTRUC7,70N DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED - SYMBOL DESCRIPTION SYMBOL DESCRIPBON ® COPPER GROUND ROD ® TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD �c FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM QRQUN ING IC ED NO J CAD WELD OYP). SEE DETAL 2/E-2. D ccGnNG ANTENNA GROUND BUS BAR NEAR AT TOP OF WOOD LAMINATE POLE WITH COAX GROUND IQT. Sr-- DETAIL S/E-2 FOR GROLIND BAR WIRE CONN£CT� D SEE DETAIL. 6/E 2 FOR COAX UND GROUNDING. 3 D=NG WOOD LAMINATE POLE GROUND BUS BAR AT BASE OF MONOPOLE SEE DETAIL S/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7A-2 FOR GROUND WIRE CONNB�. IONS. AND SEE DETAIL B/E-2 FOR COAX GROUNDING. !1 J6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR ^J (iYP OF 3) SEE DETAIL S/E--2. J GROLIND BUSUND FROM BAR (TYP OF (2) PLACES).NA OBUS SEE DETAIL 7/E-2 TO POLE O6 {6 AWG AWS RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. 7O #6 AWG 700UPI RRH UNIT GROUND TO TIE INTO EXISTING SYSTEM GROUND RWG. O GF6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. Og /6 AWG CPS ANTENNA MOUNT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. GROUNDING NOTES & LEGEND cFNMAL GROUNDING NOTES I. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFZ CONDITIONS. G GROUND ALL ANTENNA BASES, FRAMES. CABLE RUNS. AND OTHER METALLIC COMPONENTS USWG GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS, FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REOUIREIAENTS. GROUND ODA, SHIELD AT BOTH ENDS AND E%IT FROM TOWER OR POLE USING MFR'S PRACTICES. F. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. T. 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 RiCMSION AND COMPLY WR,H ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROV➢DE DETAILED DESIGN OF GROUNDING SYSTEM. AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTAT . 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. & AWG RARE TINNEDFY EXISTING CONDITIONS WITH ONS FOR ) $2 NNED GROUND LEADS FROM TOWER M VERIBTO TOWER GROUND RING. I M"DING ROD NOTES I ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESrRG ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A OUAUFIED INDIVIDUAL. LOUZWG IHF FALL OF POTENTIAL METHOD. SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE. GRAPHED OUT TO SNOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62x TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE LIGEgnDNER GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS *DLATED FROM THE A/C SYSTEM GRIDS AND MSTING COMMUNICATIONS FAGILTTY. at&t Your world. PACIFIC TELECOM SERVICES. LLC REVISIONS N0. I DATE I DESCRIPTION IMTI L A itwil ISSUED FOR PCO REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER F I at&t Your world. NOT USED 15 NOT USEDj�14 T TO SCALE >tF; NOT TO SCATS 11' 17' s u� NOT TO SCALE 1 NOT USED NU 1 u7C.0 to NOT TO SCALE _ 2+ X36; SCALE: NOT TO SCALE ► �• NOT YO 1F M.11 OT TO Smg17'x17 f6 AWG FROM ANTENNA CABLE GROUND KIT x COPPER GROUND WALL CWER�`-•�' BON BRIDGE_ FLOOR OR ANTENNA TTO�ON ANTENNA 'TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH J2 AWG BCW TO -tGR0UN0 COWWCTOR SHALL BUILDING SERACE GROUND BE EUkAnA M WHEN OR GROUND RING GROUND BAR IS £LeCTRICALLY BONDED TO NOTE, METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALI.ATIONr 7 CAL. NOT TO SCALE g TO i`^rI157' SCA E. NOT TO SCALE] NOT USED 4 24'% g" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION OOCtAAENT5 IS PROPRIETARY BY NA NOT USED 13 NU I u��ul I CALF NOT TO SCALE_ 24'x3� SCALE: NOT 70 SCALE 12. 17' CCx1 E NOT TO ..GALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO H 'NOOX' OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA WITH CONTRACTOR (CADWELD TYPE-GL) NEW thk COPPER GROUND 07 RAF?4INSTAALLED/BY GENERAL CONTRAZOR Do0000 O 0 0 0 0 0 0 0 0 0 0 00 'a 0 000 O 0 0 0 0 0 0 0 0 0 0 000 0 s0 0 0 0 0 0 O O O O 0 0 A 24• L FIELD VERIFY SOLID BARE TINNED COPPER WI GROUND OAR+ WIRE CADWELD (TYPE-GL) 11� y 24'XM* SCALE: NOT TO SCALE ANTENNA CABLE ----� 1 1 120" MAIL WEATHERPROOFING KIT J (SEE NOTE 3) CABLE GROUND KIT 116 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR vs 1. DO SNOT 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. CABLE GROUND KIT CONNECTION 24'x36• SCAL NOT TO SC4L II o0 NOT USE 12 CADW b ROU DING CONNECTIONS % 2ex36' SCALE: NO7 TO SCALE J 2�;X3�; SCALY' NOT 'SCALE. NOT TTO SC0,LE L 1 T's17' r• NOT T ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBti'c O. RX2 TX1/RX1 WEATHERPROOFING KIT (TYP.) 'OAX JUMPER GROUND KIT (TYP.) ;TYP.) �[�� `ONNECTOR I 16 AWG NEATHERPROOFlNG (IT (TYP.) SEE NOTE 2 •ISOLATE FROM TOWER HALO / BAR TO LOWER TOWER BUS ANTENNA CABLE /// COPPER ANTENNA GROUND TO BTS EQUIPMENT (-) EAR. WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING 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 5 24'e36' SCALE: NOT TO SCALE NOT USED CAL.: NOT TO SCALE PACIFIC TELECOM SERVICES, LLC O Z N 50 d 00 aa, = Q F- } U) 3 N W J Of Q O Lu REVISIONS NO. DATE I DESCRIPTION I INITIAL A 1121213/111 ISSUED FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 111 S Jackson St, 2^" Floor Seattle, WA 98104 (206) 342 9000 UTILITY POLES SITES: SS63 ADELAIDE —1216 SW DASH POINT RD- PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS64 LAKOTA — 2629 SW DASH POINT RD - PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS65 DUMAS BAY- 4fH AVENUE SW AND DASH POINT ROAD — PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS66 DECATUR — 3103121Sr PLACE SW — PROPOSAL TO ADD (3) NEW LTE ANTENNAS TO EXISTING UTILTY POLE ALONG WITH ANCILLARY EQUIPMENT The modification will not result in a change in visual impact, and is part of a technology upgrade being performed on AT&T/New Cingular Wireless's network, in order to improve service to its customers and strengthen reliability and capacity in its network. (CIV Of FEDERAL -WAY B CDs SS64 LAKOTA 2629 SW DASH POINT RD FEDERAL POINT, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Sunny Ausink - Phone: (206) 342-6390 Viow 0- 1 GoodmanNetworksat&t November 22, 201 1 The illustration above is a representation of the proposed project based on information provided by the client. Aetual construcuun mey vary ��N= .�� •r �•• rv�-�- - • •--•--- - - - for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments. such as antennas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However• upon close scrutiny, the true nature of the installation will be apparent. F= REV: Prepared by: CJL pacific Telecom Services, LLC 3199 C Airport Loop Drive, Costa Mesa, CA 92626-3414 L� SS64 LAKOTA 2629 SW DASH POINT RD FEDERAL POINT, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, VITA 98052 Sunny Ausink - Phones (206) 342-6390 GoodmanNetworks at&t November 22, 2011 The illustration above is a representation of the proposed project based on information provided by the client Actual construction may vary uepenunn: — -Yw-u— ..., ��• �• • r• ••- -••- - - - - for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While everyeffortwill be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent. -�r REV: Prepared by: +CJL Pacific Telecom Services, LLC 7A .i1R3 u r3iruart soap Drive, Casts Mesa, CA 92625-3414 PROJECT INFORMATION ` PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES TO MODIFY E><ISTING UNSTAFFEO TELECOMMUHIG7TIONi FACILITY BY AMNG A 1I'-8' X 12'-6' RAISED PLATFORM WTIH THE ADDITION OF [1} GSM CARNET, [1) UMT5 CABINET. (1) TE41 POWER CABINET, (2) STACKED PURCELL CABINETS AND (1) TE40 BATTERY CABINET. AT&T ALSO PROPOSES TO REMOVE E7(1SnNCG AMEHNA MOUNT ANO RELOCATE (2) pcISDNG ANTENNAS AT A NEW GOAL PAST MOUNT WISH THE ADORION QF [2} LTE PANELS AT AN E7LISBNG PSE UT1L11Y PALE. AT&F PROPOSES TO UPGRADE FROM 100 AMP TO A 200 AMP POWER SERACE, AT&T ALSO PROPOSES TO ADD (4) RRU'S AND (4) DTPLEXERS MOUNTED ON NEW H-FRAME MOUNT AT EXISTING AT&T EQUIPMENT PLATFORM AND (1) GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA APPLICANT: POLE OWt4ER: AT&T MOBILITY PUGET SOUND ENERGY RTC BUILDING 3 355 110TH AVENUE EST-06E 16221 NE 72ND WAY BELLEVUE, WA 98004 REDMOND, WA 98052 CONTACT: TIM GASSER 56-32.26-. �� 'L PH: (425) 4 CODr INFORMATION: tO ZONING CIA^smnCATION: -Ocl�Sr . " 17 PROPERTY OWNER: STEPHEN HOPKINS 2629 SW 308TH ST BUILDING CODE: IBC 2009 FEDERAL WAY 90023 CONSTRUCTION TYPE: LIB CONTACT: TBD OCCUPANCY: S-2 JURISDICTION: CITY OF FEDERAL WAY TEAM LEA� CURRENT USE TELECOMMUNICATIONS FACILITY SER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 7525 PROPOSED USE: TELECOMMUNICATIONS FACIUTY MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753-3458 crrr 99ABON: { Ep OIN yAD 831: SD"E ACDUISMS; LATITUDE: 47 19' 29,17' PACIFIC TELECOM SERVICES, LLC LONGITUDE 12Z 22' 5.40' 111 S JACKSON Sr. 2ND FLOOR SEATTLE, WA 98104 TOP OF STRUCTURE AGL• 58'-7- CONTACT: BECKY TODD PH: (206) 310-1793 BASE OF STRUCTURE AMSL• 108.1' WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 122103-9116 CONTACT. KEITH ELWELL PH: (425) 753-3458 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 S JACKSON ST, 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 446-0448 RF ENGINEER: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH GENERAL INFORMATION I_ PAftNC REQUIREMEMS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJ= ARCH RICHARD B. HALL PACIFIC TELECOM SERVICES, LLC PROJECT CONSULj�j WESTOWER COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC 111 S JACKSON ST. 2ND FLOOR 7525 SE 24TH STREET, SUITE 500 111 S JACKSON ST, 2ND FLOOR SEATTLE. WA 90104 MERCER ISLAND, WA 98040 SEATTLE, WA 98104 CONTACT: MEAGAN DOCKTER PH: (206) 819-4727 CONTACT: PAUL DANNESERG PH: (206) 464-4413 EMAIL: POANNE8ERGOPTSWA.COM at&t Your world. Delivered. LAKOIFA-PSE SS64 DASH POINT ROAD SW & 30TH AVE FEDERAL WAY, WA 98023 VICINITY MAP r I Y ; N TNv fps le �.y. .". ,_ ♦I'a 1G4a a--.2 •a.. ~ L rsyar I �. Ik9R $tY- th Slnm, SNt ]OE11,N ` � i 9v =I. q �' � t q 4'P � 4a � •.! 7aii�r � SITE t - sCh j +5 4W PODft ¢ ! Il .11w 31m1 % " f3 4 awkk lr! w. 1 •aA 0. DRIVING DIRECTIONS FROM SEATTLE TACOMA INTERNATIONAL AIRPORT: HEAD SOUTH TOWARD S 182 ST CONTINUE STRAIGHT ONTO S 102 ST TURN RIGHT AT WA-99 S/INTERNATIONAL BLVD/PACIFIC HWY S CONTINUE TO FOLLOW WA-99 S/PACIFIC HWY S TURN RIGHT AT S DASH POINT RD TURN RGHT AT SW DASH POINT RD TURN RIGHT TO STAY ON SW DASH POINT RD DESTINATION WILL BE ON THE RIGHT SITE ACCESS IS OFF DASH POINT RD SW APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE IRF ENGINEER: (LANDLORD: ,RF MANAGER: SITE ACQUISITION: ZI OPPS MANAGER: ZONING AGENT: 1� K CONSTR MANAGER: (PROJECT MANAGE NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DSCL06UIlE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. PRELIMINARY CONSTRUCTION DRAWINGS 02.14.12 TO BE REVIEWED / KEDLINED & SIGNED 2 f&2 9 SW -i0$Ttt ST) DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED SITE PLAN A-3 PROPOSED ENLARGED SITE PLAN A-4 EXISTING & PROPOSED SOUTHWEST ELEVATION A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS A-7 CONSTRUCTION DETAILS RF-1 RF INFORMATION AND NOTES RF-2 EXISTING & PROPOSED ANTENNA CONFIGURATION RF-3 RF DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS ABBREVIATIONS LEGAL DESCRIPTION POR OF SE 1/4 OF NW 1/4 LY ELY OF CO RD LESS E 285 FT & LESS S 1055 FT TGW N 255 FT OF SO S 1055 FT LESS E 370 FT THOF A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROD PROJECT APPROX APPROXIMATELY HEIGHT PROP PROPERTY FNTNAC HEATING PRESSURE TREATED BLDG BUILDING VENTILATION AR CONDITIONING REQ REQUIRED BLK BLOCKING RM ROOM CLG CEILING ID INSIDE DIAMETER RD ROUGH OPENING CUR CONC CLEAR CONCRETE N INFO INCH INFORMATION SHT SHEET CONST CONSTRUCTION INSUL INSULATION SIM SPEC SIMILAR SPECIFICATION CONT CONTINUOUS INT IBC INTERIOR INTERNATIONAL SF SQUARE FOOT DBL DOUBLE BUILDING CODE SS STAINLESS STEEL DIA DAMETER LBS POUNDS STL STRUCT STEEL STRUCTURAL DIAG DIAGONAL STD STUD DN DIET DOWN DETAIL MAX MAXIMUM SUSP SUSPENDED DWG DRAWING MTL METAL IGL THRU THROUGH EA EACH MFR MANUFACTURE TNNG TINNED ELEV ELEVATION MGR MANAGER TYP TYPICAL ELEC ELECTRICAL MIN MINIMUM UND UNLESS NOTED OTHERWISE EQ EQUAL MIN MISCELLANEOUS EQUIP EQUIPMENT VERT VERTICAL —1 EXTERIOR NA NOT APPLICABLE VIF VERIFY IN FIELD FIN FINISH NIC NOT IN CONTRACT FLUOR FLOURESCENT NTS NOT TO SCALE W/ WITH FLR FLOOR W/o WITHOUT FT FOOT DC ON CENTER WP WATER PROOF OD OUTSIDE DIAMETER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD cat&t Your world. []Slivered. Wi�S WFI� C1a.waYNlC��i�ir PACIFIC TELECOM SERVICES, LLC w W FBI ~O N O I M In � rn c O Q O (Y 3 Q ~ O_ W O m IL I L, Q 0 REVISIONS KO. SLOE DESCRIPTION INITIAL A OV14?12 ISSUED FOR PCD REVIEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER TA 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" GENERAL NOT S' 1, THE COHTRAc70Fi SHALL HOIIFT TOWER NETWORK CARRIER OF ANT ERRORS. OMISSIONS. OR INCONSLSTENCJES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO FFARING CONSTRUCTION INCLUDING, SUIT NOT LIMITED BY, OEMOUTION. 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 MENSES TO RECTIFY THE SDTJA.TIOM. THE MENDS 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 CONOITIONS 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 TD VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN, PRIOR TO PRCCEEOING WITH OQNS'TRIICT]ON, ANY ERRORS, ONJSSNONS, OR DISCREPANCIES SHALT. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRFTING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. NOT USED S. THE ARCHITECTS/ENGINEERS HAVE MADE EVEFY 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 SWILL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONS UTY OF NOTIFTING (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 PUNS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT LAUNAOER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CON5TIJCTSON, B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEEO 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. To. THE CGNIRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERITFICJATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF UCENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND 01RMT 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 SWILL INSTALL ALL EQUIPMENT AND MATERALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNUSS 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 GNE 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 DRIGIRAL PERMIT SET PLANS ARE NOT TO BE USED 6Y THE WORKMEN. ALL CONSTRUCTION SETS SMALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIR ONE SET OF PLANS, IN GOTTA CONDITION, COMPLETE WITH ALL REVISIONS. ADDENDA. AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPER"MNDENT. 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 FACIU71ES ARE NOT TO BE ALTERED BY THUS 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 WORRL 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 RESPONSRILTTY OF LOCATING ALL D6SING UTILITIES WHETHER OR NOT SWORN ON THE PLANS, AND TO PROTECT THEM FROM OAAMAGC THE CONTRACTOR. OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTLTIES 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 UNIT 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 DECOME 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 AUTHORIDES, AND BUILDING INSPECTORS SHALL PROVIDE 171E MINIMUM STANDARDS FOR CONSTRUCTION TECHNIOUES, MATERILS. AND F141SHES 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 TIE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF MAY NEW SIAS OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS. CHASES, AND EOUIPHENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TD BE ABANDONEO SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUL7FDN 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 OFFICALS 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-A106C 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. (TITTLE-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 142B, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS, PAYING, 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 RENAINING 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 WATCH 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 15 RESPONSIBLE FOR PROVIDING A PROJECT LEVEL. STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTDR SHALL COMPARE THE UNES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTRED 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 ANO/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 MINPAUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES WVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING. FTMNC, 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 EOUIPMENT NAMED RY 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 DIM BURIED UITUTIES EXIST IN THE AREA AND UTUTY INFORMATION SHOWN MAY NOT BE COMPLETE, CONTACT THE ONE -CAL 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 (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COOR01NATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED- CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLLTTION(S) TO NETWORK CARRIER REPRESEHTATiVE. PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERALS 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, WFERIOR, AND/OR IMPROPER MATERWA DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SMALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERA. CONTRACTOR, TO NAINTAIN 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 APPUCATIONS SMALL BE FR$D BY THE OWNER OR HIS REPRESENTATNE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED .95. TONER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (W PUG) PER S.C.E. WORKORDERR. EACKFILL 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 CONSTRUCTOR, 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 ROOFRRG 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 SHA1 COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED ENLISTING EXTE1WR BUILDING FACCE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION, WHEN PHOTOSWUTATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATON. SHOP DRAVOmGS SMALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOMP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING 810) WAH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTINC FROM AN UNDOCUMENTED DESIGN GLANCE IN THE E70STING BUILDING 'AS -BUILT DRAWING SEi - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR, IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. WCONNENDED MNRUFACTURE SHALL BE: PANLIUIT CORP. METAL LOCKING TIES MODEL No. NLT4S_CP UNDER SERIES-304 (OR EQUAL), PANDUIT PRODUCT DISTRIBUTED BY TRARC, 65. NOT USED. at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC W W Q ? r7 O N O M co 3 d c a O cf) 0 3 \ % Q Z of W p LL' = l �A In a ca REVISIONS ".I DATE I DESCRIPTION INMA4 A fR/N/0 ISSUED FOR PCD REVIEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTOR SET SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 THE INFORMATION CONTAINED IN TWS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SEANCES IS STRICTLY PROHIBITED. STRUCTU,AL_ STEEL NOTES: ABBREVIATED ROOF TQP SAFETY PR0CEDr... --, SY�vIBQLS: DESIGN CRITERIA: 1. THE STRUCTURAI DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1. STRUCTURAL STEEL DESIGN FABRLCATI do ERECTION SHALL BE BASED ON EITHER A15C-1-RFD, AISC 355, OR AISC-HSS AND SECTION 2205.2 OF THE (WHEN APPLICABL GRID REFERENCE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) INTERNATIONAL BUILDING CODE. A. EITHER AISC-LRFD, RISC 355, OR AISC-HSS k SECTION 2205.2 OF THE (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN INT'L BUILDING CODE. CONSTRUCTION, INC. - OV01/99) 0 DETAIL REFERENCE B. MARCH 7. 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES, AMENDED AS NOTED IN THE CONTRACT FALL PROTECTION METHODS AND EQUIPMENT n P, �r NOTES: CONCRETE DOCUMENTS AND BY THE DELETION OF PARAGRAPH 4.4.1. ROOF TOP INSTALLATIONS X ELEVATION REFERENCE C. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 1. FOR WORK IS BEING PERFORMED 25' OF UNPROTECTED ROOF _y 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CQNVEYEO AND PLACED IN ACCORDANCE WITH IBC SECTION BOLTS. SI TRAINED SUPERJ156R DESIGNATE EDGE, THE CONSTRUCTION SUPEWITRVISOR 1905. 1906 AND ACT 301. INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc=2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER 2. WIDE FLANGE SHAPES SWILL CONFORM TO ASN A992. Fy=50 KSI, OTHER MENTKALL T SAFETY MONITOR TO OBSEFNE THE MOVEMENTS AND AGTTV[TJES OF THE OB CONSTRUCTION WORKERS. ; SECTION REFERENCE CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ROLLED SFVPE5 INCLUDING PLATES, SWILL OONFORM TO ASTM AM. Fy,-36M, STEEL PIPE SWILL CONFORM TO AM A-53. TYPE C OR S. GRAPE B, WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.. ALL coINCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN Fyg351Li1. STRUCTURAL TUBING SHALL CONFORM TO AS00, GRADE B. Fy=46KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 2. SAFETY MONITOR SHALL UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE THE _ CENTERUNE AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. C494. AND C616, TOTAL AIR CONTENT FOR FROST RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.I OF THE INTERNATIONAL BUILDING THIN VISUAL SAFETY MONITOR MUST BE O THE SAME ROOF AND WITHIN VISUAL AND SAFETY VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. CODE, EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI, NO SPECK 3. ALL WELDING SHALL BE IN CONFORMANCE WITH AI,S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED USING E70 XX ELECTRODES, ONLY PRE QUALIFIEDOF pROPEInY/I FACE LINE INSPECTION 15 REQUIRED FOR 3000PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE WELDS (AS DEFINED BY A.W.S) SHALT. BE USED, ALL COMPLETE JOINT 3. INVOLVING WORKERS APPROACH WITHIN fi' OR LESS LINE REQUIREMENTS. PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT E. AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. AN UNPROTECTED IR MATCH 2. RE)NFORCING STEEL SHALL CONFORM TO ASTM A815 (INCLUDING SUPPLEMENT S1). GRADE 60, fy-6D,000 WIRE FABRIC SHALL CONFORM TO ASTM A-165, SPIRAL REINFORCEMENT SHALL BE Pt IN FADS A MINIMUM CM TOUGHNESS OF 20 FT-LB5 AT -20 DEGREES F. AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. SAFETY LINE SHALL BE MINIMUM Yt" DIAMETER NYLON, WITH A NOMINAL WORK POINT PSI, WELDED WIRE.CONFORMING TO AS1Ll 645, GRADE 50, Ty-60,000 PSI. TENSILE STRENGTH OF 5400 LBS. TENSILE 3. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WATH AIM 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. GROUND CONDUCTOR ERS OR 315-92 AND 318-02. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS —T TELEPHONE CONDUIT R BARS MINIMUM. PRWDE CORNER BARS AT Ali WALL AND FOOTING INTERSECTIONS LAP CORNIER B. SAFETY LINE LENGTH SHALL SET ALLOWING CONSTRUCTION WORKER TO 6 JS AND SAWJ.ER 40 BAR DIAMETERS OR 2'-C' MINIMUM,, PAPS OF LgWER BARS SHALL BMADE IN N NOT REACH EDGE OF ROOF, BUT BEYOND. ELECTRICAL CONDUIT ` ACCORDANCE WITH ACI 318-02, CLASS BA LAP ADJACENT MATS OF WELDED WIRE fABRIC A MINIMUM OF �+ NOTES; 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8' AT SIDES AND ENDS. BUILDING A COAXIAL CABLE NO BARS PARTIALLY EMBEDDED IN HARDENm CONCRETE SHALL BE FIELD BET UNLESS SPECIALLY SO DETAILED OR APPROVED BY THE STRUCTUF64L ENGINEER• I. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ARTENNA LOADING SHALL BE PERFORMED BY 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFM COMMITTEE REPRESENTATIVES, — 0/H— OVERHEAO SERVICE CONDUCTORS A REGISTERED STRUCTURAL ENGINEER. INCLUDING: CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INSPECTION OF CONSTRUCTION AREA FOR HAZARDS --' GROUT OR PLASTER 4. FTGS aY OTHER UNIFORMED SURFACES CAST AGAINST k PERMANENTLY "POSED TO EARTH. .......... SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER).............................................2 WITIAL AND FUTURE ANTENNAS. ANTENNA COAX GABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS - ` (E) BRICK FORMED FORMED SURFACES EXPOSED TO EARTH OR WERTINER [�5 BARS OR SMALLER)•••••--•••••.-•••••••••••««-••••1"1/2" REQUIREMENTS. REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS T THE SAFETY COMMITTEE FOR CONSIDERATION (E) MASONRY ...... ..... COLUMN TIES OR SPIRALSAND BEAM STIRRUPS..........-- ................... -- ..-.................. 1-1/2' SLABS !DAD WALLS (INTERIOR FACE) ... _..,....................... ...... ».—GREATER OF BAR • PLUS 1/8' OR 3/4' POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER �---I CONCRETE COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL FAITH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION vaeva GRAVEL REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, =ammz�= PLYWOOD EQUIPMENT INSTALLERS. AND TONER/ROOF TOP CONFRACTORS/SLIBCONTRACTORS 29 CFR 1926.500 - SCOPE. APPLICATION, AND DEFINITIONS SAND 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND � Iy! WOOD CONTINUOUS PRACTICES —� WOOD BLOCKING STEEL LmE� (N) NEW (E) EXISTING Q NEW ANTENNA c� EXISTING ANTENNA ® GROUND ROD GROUND BUS BAR • MECHANICAL GRND. CONN. ■ CADWELD GROUND ACCESS WELL ELECTRIC BOX SPECIAL INSPECTIONS RE OIR Q: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT CONCRETE OVER 2400 PSI (% SACK MIX) AT 28 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY CONCRETE THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUEIMFITED TO THE ARCHITECT OR ENGINEER OF RECORD. WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFlLTAL 1NTiH A NOTATION INDPCATINC THAT THE DEFERRED SUBMITAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING- THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMOTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET#_) ❑ OTHER at&t Your world. Dellvered. W ESTOWER' PACIFIC TELECOM SERVICES, LLC w W F� ~O N O M Do O 3 L O I Q 3 J r W O d L� 2 On REVISIONS NO. DATE I DESCRIPTIDN I INITIAL A [*P111I ISSUED FOR PCD REVIEW YAJ4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES h SYMBOLS SHEET NUMBER G-2 THE INFORMA7ICN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. 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ATRT ALSO PROPOSES TO ADD 0) ` 111 RRU'S AND (4) DIPL.EX9FG MOUNTED ON NEW H-FRAME MOUNT AT E74STING AT&T EOUIPMEHT PLATFORM AHD (1) GFS ANTENNA MOUNTED HEIR EXISTING GPS ANTENNA, 1 1 I Jill, r�EXISTING TREES, TYP 1 IIl1 Iilll� �11111111I\I�� EXISTING PSE 60'-0" AGL WOOD UTILITY POLE T_'mxYII 1 �i�"�rtylL�sa1L wZ _ ADJACENT RCT PARCEL: 1� 1 \ ~' III 5,�, • ` ' ,�,r•� — — ADJACENT PARCEL: 5`l� Il 1 1221 D3-9045 LEGEND — — SUBJECT BOUNDARY LINE — - — - — - — - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ------_------ ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE ow— OHP OVERHEAD POWER LINE — UGP— ucP— UGP— BURIED POWER LINE BURIED GAS LINE DI1r DHT OVERHEAD TELEPHONE LINE — usT— uCT— UCT— BURIED TELEPHONE LINE —W —W —W —W — BURIED WATER LINE —s9_55—W— 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 ❑A TRANSFORMER -(;�- FIRE HYDRANT iY LIGHT STANDARD W GATE VALVE © POWER VAULT E3 WATER METER IR UTILITY BOX jQ FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I E— POLE GUY WIRE 0) CATCH BASIN, TYPE II m GAS VALVE a SIGN LJ GAS METER ° BOLLARD M TELEPHONE VAULT o MAIL BOX o TELEPHONE RISER 234.21 SPOT ELEVATION VICINITY MAP ENLARGED SITE PLAN I ] at&t Your world. Dellvered. PACIFIC TELECOM SERVICES, LLC frl w Fyl Q N F�� M DO I m dS O1 Ln z� w 8O In O REVISIONS NO. DATE I DESCRIP110N INffIAL A W'14/121 ISSUED FOR PCD REVIEW .11? NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ENLARGED SITE PLAN SHEEETT NUM1BER 1 1— A w I,," SCALE: I" = 30'-0" 11"x, 7" SCALE: 1" = 60'-0" THE INFORMATK7N CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERMCES 15 STRICTLY PROHIBITED, \ EXISTING AT&T POWER METER TO REMAIN oA so 24'x36' SCALE: 1/2' = 1'-0' 11'x17' SCAL1/4' = 1'-0' E 2 I THE INFORMATION CONiNNED IN THIS SET OF EXISTING AT&T (2) PANEL ANTENNAS TO BE REMOVED & REPLACED - EXISTING PSE 60'-0' AGL WOOD UTIUTY POLE EXISTING AT&T CPS ANTENNA TO REMAIN EXISTING AT&T ANTENNA MOUNT TO BE REMOVED & REPLACED - EXISTING 850 OVERLAY EQUIPMENT CABINET (6 EXISTING POLE MOUNTED E-911 ENCLOSURE (BELOW) O \t 1 EXISTING AT&T 10'-0' X 14'-0' LEASE AREA TO BE INCREASED TO ACCOMMODATE NEW PLATFE ` 1 EXISTING AT&T \ LANDSCAPE AREA EXISTING 5'-10' X r 7'-10' EQUIPMENT PLATFORM TO REMAIN ; EXISTING ACCESS LADDER TO PLATFQRiM---` EXISTING (2) G8,G9 GSM MICROCE71 CABINETS TO BE REMOVED EXISTING 12% PVC �1 STUB -UP ROUTE FROM POLE % y EXISTING AT&T (12) COAX ROUTED UNDERGROUND WITHIN (1) 12' % ' /Al SCH 40 CONDUITS (APPROX. f f 16'-0' 1O BE REPLACED m EXISTING 4' RIGID PVC o b CONDUIT FOR ANTENNA CABLES EXISTING ELECTRICAL �$ CONDUfTS 30'7: • IEXISTING FOLIAGE 11 EXISTING PLATFORM RAILING PORTION 70 BE REMOVED TO MERGE PLATFORM SURFACE EXISTING AT&T POWER PANEL 10 REMAIN l l 1 1 I V 1 1 1 TELCO CABINET T _id . v 0 EXISTING (2) U9 UMTS MICROCELL CABINETS TO BE REMOVED EXISTING ENLARGED SITE I'LAN 1 at&t Your world. DellVsred. W�3 l7T�11Y�R" a.wl r•v r.c�ri�u� PACIFIC TELECOM SERVICES, LLC W LU N O rq O Q 3 O I-- OfZ LU a w l ICI 2 a REVISIONS NO. I DATE I DESCRIPTION i INITIAL A 11)2/14/121 ISSUED FOR PCD REVIEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED SITE PLAN SHEET NUMBER Art DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS 5TR1C%y PROHIBITED. r oQ \ EXISTING AT&T POWER R TO REMAIN oA\ oq m \ BSc 24%36' SCALE_ 1/2' - 1'-O' 11'x17' SCALE: 1/4' - 1'-0' 2 1 THE INFORMATION CONTAINED IN THIS SET OF `y® PROPOSED AT&T QUAD P 27 2 ANTENNA MOUNTED TO NEW '" MOUNT [IYP OF 2 SECTORS) 2 1 PROPOM AT&T LTE PANEL _7 ANTENNA MOUNTED TO NEW MOUNT 9fP OF 2 SECTORS] EXISTING PSE 60'-0' AGL WOOD UTILITY POLE EXISTING AT&T CPS ANTENNA TO REMAIN e3PROPOSED AT&T CPS ANIENMA MOUNTED ADJACENT EXISTING 17 PROPOSED AT&T EXISTING 850 OVERLAY EQUIPMENT CABINET (BELOW; EXISTING POLE MOUNTED E-911 ENCLOSURE (BELOW) 1 PROPOSED AT&T 21'-6' X ' 14'-0' LEASE AREA PROPOSED AT&T 12'-6' X 11'-6' PLATFORM PER STRU,.TUR.L 1 d5: 20DAMP SERVICE NEW SURGE Box EXISTING ACCESS NL LADDER TO PLATFORM ANEL 1 eF-3 PROPOSED AT&T (4) DIPLEXERS UNISTRUT MOUNTED TO EXISTING PLATFORM RAILING ePROPOSED AT&T (2) 700MHz RRH x UNITS MOUNTED UNISTRUT MOUNTED 3 TO EXISTING PLATFORM RAILING G 12'0 PVC TDB -UP ROUTE (F2R�OM POLE PROPOSUNITS UNI ASTRVT MOUNTED Ta � EXSTING PLATFORM RAILING 02) /8' & (4) RUNS OF - COAX ROUTE 0[7LGROUND r (� WITHI (1) 12' SCH 40 17 � _ CONO PROX. 30'-O-) EXG'DIIG 4" RIGID PVC CONDUIT FOR ANTENNA CABLES EX5 TNG ELECTRICAL I`EXISTING FOLIAGE? 4 / al / 1 1 N NOTE(S): 1. PROPOSED ANTENNAS. ASSOCHTSD EQUIPMENT, AND ALL V61" MOUNTING 1 HARDWARE TO BE PARKER TO MATCH .1 EXISTING WOOD UTILITY POLE 16. II N I' i5 EXISTING 1 PROPOSED ENLARGED SITE PLAN ] at&t Your world. Dellvered. WESTawFH• IeMMY��!`A PACIFIC TELECOM SERVICES, LLC w w �.�.�y o N 0o I M a0 m N o Q O 3 a Q Ld z w a. o 2 CS O REVISIONS NO. DATE DESCRIPTION ML A 1.111 ISSUED FOR PCD REVIEW 1111R NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED SITE PLAN SHEET NUMBER A-2 DOCUMENTS IS PROPRIETARY BY NATURE. ANY u5c OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED NOTE(S): 1. PROPOSED ANTENNAS. ASSOCIATE EQUIPMENT. AND ALL VISIBLE MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING WOOD UTIUTTY POLE PROPOSE AT&T (4) DLNL TMA"S (2) PER ANTENNA FOR A TOTAL OF (e) PROPOSE AT&T QUAD PANEL ANTENNA MOUNTED TO NEW MOUNT (IYP OF 2 SECTORS)• PROPOSE AT&T LTE PANEL ANTENNA MOUNTED TO NEW MOUNT (rYP OF 2 SECTORS)' EXISTING PSE 60'-0' AGL WOOD UTILITY POLE POLE# 225991-165473---%�, EXISTING POWER DISTRIBUTION UNES� EXISTING POLE MOUNTED TRANSFORMER CONDUITS WITH A TOTAL OF (18) RUNS OF 7/8' COAX & (4) RUNS OF 1-5/r CQAX� PROPOSE AT&T (2) LAYS RAT UNITS UNISTRUT MOUNTED TO EXISTING PLATFORM RAILING POWER UPGRADE H-FRAME PROPOSED AT&T (2) 70DMHI RRH WITH 2OOAA P SE1N= PANEL UNITS MOUNTED UNKm rr MOUNIED TO EXISTING PLATFORM RAILING = AND NEW SURGE BOX 2DD L SERIFS SURGE SUPPRESMN- 2 PROPOSE AT&T -6 POWER CABINET 1 PROPOSE AT&T -6 GSM CABINET 3 PROPOSED AT&T _6 BATTERY CABINET ePROPOSID AT&T 6 UMTS CABINET 1 PROPOSE AT&T (2) PURCELL -5 CABINETS {STACKED] PROPOSED AT&T 12'-6" X 11'-8• PLATFORM PER STRUCTURAL PROPOSE AT&T COAX RUNS TO BE ROUTE ON UNISIRUT BENEATH PLATFORM TO PROPOSE EQUIPMENT (BEYOND) EXISTING AT&T POWER METER TO REMAIN - PROPOSE AT&T (4) OIPLIDaRS UN6TRUT MOUNTED TO EXISTING PLATFORM RAILING (BEYOND) EXISTING AT&T POWER CABINET EXISTING ACCESS LADDER TO PLATFORM MSTING 12*6 PVC STUB -UP ROUTE FROM POLE J QCiehms LANDING—, NEW AT&T [12] 1 COAX ROUTED USCHGR 4040 WITHIN (1) 12" SCH NOUIT (APPRO). IS' - EX GPS ANTENNA PROPOSE AT&T GPS ANTENNA MOUNTED O ADJACENT EXISTING - EXISTING AT&T TELCO DEMARC— EXISTING AT&T POLE MOUNTED ENCLOSURE - O EXISTING AT&T POWER METER TO REMAIN — 24"x36" SCALE: 1/4• = r-o• PROPOSED WEST ELEVATION 12 24x36" SCALE: 1/4" = 1•-0" 11"x17" SCALE: 1/9' m 1'-0" 4' 3' 2' 1' 0 4' 11'z17' SCALE: 1/8" 1'-0' THE INFORMATION CONTAINED IN THIS SET OF CONSTAUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING AT&T t>1AIN MOUNT TQ BE REMOVED & REPLACED - EXISTING AT&T (4) SINGLE TMA'S TO BE REMOVED (2) PER WMW EXISTING AT&T (2) PANEL ANTENNAS TO BE REPLACE - EXISTING PSE 60'-0" AGL WOOD UTILITY POLE POLE# 225991-105473' EXISTING POWER DISTRIBUTION LINES — EXISTING POLE MOUNTED TRANSFORMER EXISTING AT&T 4"0 CONDUITS WITH A TOTAL OF (12) RUNS OF 7/8' COAX TO BE REPLACED EXISTING AT&T (2) GSM CABINETS MOUNTED ON EXISTING PLATFORM TO BE REMAM EXWNG AT&T (2) UMTS MICROCELL CABINETS MOUNTED ON EXISTING PLATFORM TO BE REMOVED EXISTING AT&T POWER CABINET TO REIAAIN EXISTING 5'-10" X 7'-10" EQUIPMENT PLATFORM TO REIA EXISTING ACCESS LADDER TO PLAT'FO EXISTING 12"0 PVC STUB -UP ROUTE FROM POLE EXISTING LANDING .,t" r` EXISTING AT&T (12)/COAX ROUTED UNDERGROUND WITHIN (1) 12" SCH 40 CONDUITS (APPROX. 16'-C") TO BE REPLACED - EXISTING AT&T GPS ANTENNA TO RE].WN EXISTING AT&T� TELCO DE1dAF1C EXISTING AT&T POLE MOUNTED ENCLOSURE- O 7 Way&t Your world_ Delivered. WES� WER" 1 PACIFIC TELECOM SERVICES, LLC w w ~O N �{ M O I co 48 < c � Q O 3 I'- Ez z w p � 2 m REVISIONS NO, I PATE DESCRIPTION INITIAL A EQ La,li ISSUED FOR PCD REVIEW PAIR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING &PROPOSED WEST ELEVATION SHEET NUMBER A-4EXISTING WEST ELEVATION ] 4 . I EQUIPMENT MQUN711 • 12RU 19' RAILS, FRONT TO BACK ADJUSTABLE CONSTRUCTION UkTERIAI MATERIAL• ALUMINUM (LIGHTWEIGHT, CORROSION -RESISTANT • PAINT: GR-487 TESTED & CERTIFIED POWER COAT DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER • LATCHES: TWO -POINT LATCHED, PAD LOCKABLE EINRONH-NrA! OPTIONS THERMOELECTRIC COOLER: 40OW ® D'dT, +24VDC, • 48VDC OR 120VAC AIR CONDITIONER: UP TO 2.000 BTU/HR AIR CONDITIONER WITH HEATER HEAT EXCHANGER: UP TO 39W/'C HEAT EXCHANGER, +24VDC OR -48VDC BeTTFRY PEDESTAL • ACCOMMODATES UP TO 60AHR BATTERIES CABLE ENTRY • (3) 1/2'; (3) 1'; (1) 2' 31/2" OR 2" KNOCKOUTS POWER _ OPTIONS 3OA-MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE G-POSITION 19' RACK -MOUNTED (1RU) OR 12-POSITION 9AC LOAD CENTERS AVALMLE IN VARIOUS RATIONS- CAN BE EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY 1-POSITION OR 2-POSITIONS AND B-POSITION DIN -MOUNTED AC BREAKER PANEL (120V OR 240V CONFIGURATTONS). OPTIONAL DIN -MOUNTED TVSS • 15A GFC1 DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET • 4' PUNTH 14' PUNTH • POLE MOUNT KIT WALL MOUNT KIT • VERTICAL CABINET -ON -CABINET STACKING 1"1\J 1 %J 24"x36' SCALE: H07 TO SCALE G 1 R17' SCALE• NOT TO SC E THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE 09 DISCLOSVRE OTHER THAN THAT WHICH 11 NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. 25" CABINET o a O N a a SWING HANDLE FRONT DOOR A ■ 1. FRONT ELEVATION A DR OR SIDE ELEVATION NOT USED- ME: NOT TO SCALE ` JJ E F at&t Your world. Dellvered. �IfIF,.S R' ■ PACIFIC TELECOM SERVICES, LLC a I•••� =M 0 N p I M Co �. 13 3 } O 0 (f] Q Q Ln 3 J �a z� w oW a w Q Vf O REVISIONS w, DATE ➢ESCRVIIIA INIIIFL A WK112 ISAIED FOR PLO REWM WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 TO CARRIER SERVICES IS STRICTLY PROHIBITEO- 1 24'z36" SCA!E: NOT TOicZ` 11x17' SCALE: NOT TO SCALE OUTDOOR BATTERY CABINET DIMENSIONS MANUFACTURER: ARGUS Te40 HEIGHT: 84' DEPTH: 30' WIDTH: 30' MAXIMUM CABINET WEIGHT: 700 LBS. OUTDOOR POWER CABINET DIMENSIONS MANUFACTURER: ARGUS Te41 HEIGHT: 84' DEPTH: 30' WIDTH: 30" MAXIMUM CABINET WEIGHT (WITH UMTS): 2600 um 30.00' 30.00" OENCLOSURE ENCLOSURE O I ¢ 1 IN o I to l N U N M U 0.75-0 HOLE j I w (O 0 o.7s'm HOLE w OPENING All. I OPENING ALL CORNERS f I CORNERS t �J 9ATTERY CABINET MOLIINTI_N_0 ISOMETRIC � ISOMETRIC POWER CABINET—MIDILINTIN SIDE VIEW ARGUS Te40 SIDE VIEW ARGUS Te41_ DA ERY CABI ET POWER CABINET 2 24"x36' SCAJ�: NOT N SCALE 3 24 _el SCALE: HOT T SCALE i 1'x 17- LE• N T 7 11 _el NOT THE INFORMATKIN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. UMTS OUTDOOR DIMENSIONS MANUFACTURER: LUCENT HEIGHT: 72' DEPTH: 40' WIDTH: 35.4' CLEARANCE CABINET REAR 36" CLEARANCE: CABINET EACH SIDE 35.4" CLEARANCE: CABINET FRONT 29.5' MAXIMUM CABINET WEIGHT: 790 LBS (359 KG) NOT USED 5 " SCALE: NOT TO SCALE " SCALE- NOT TO SCALE 30.3' 3' 24.4' 6' M °o lj. .O° °°. .°0 5" 10' 10' 5' 5' 10' 10' 5" Mo PLINTH OF Mo PLINTH OF H N CABINET 1 N CABINET 2 �`+ m N 4" 22 , 4" 22' o ULT G PLINTH NOKIA OUTDOOR ULTRASITE BTS DIMENSIONS MANUFACTURER: NOKIA HEIGHT: 76.4" DEPTH: 29.5' WIDTH: 30.0' MAXIMUM CABINET WEIGHT (WITH UNITS): 845 Las. a a. RF �• CABLE BACK oFJ % ENTRY CABINET a D� ISOMETRIC SIDE VIEW FRONT I OF NMI KQ oLLW •� z m� U?U \ N Z Z � a44 U J K U Sa ZoZe o0 U Z= �Z a � J a c NOKIA ULTRASITE at&t Your world. Delivered. m&s OW,ER" ca--- He+*rem+ PACIFIC TELECOM SERVICES, LLC W W = J C M7 I(�"I O N O � M 00 � rn N 3 O �j a a � 3 _ Z Ca W 0 o 2 O REVISIONS R0. DATE DESCRIPTION INfTI.I' A a1/1./12 ISSUED FOR PCD REVIEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEEP TITLE EQUIPMENT DETAILS FRONT VIEW SHEET NUMBER EQUIPMENT 1A-6 SCALE NOT ,TTO SCALE NOT USED CALF: NOT TO SCALE II // OPTIONAL DOWNTILT BRACKET (FOR USE ONLY WHEN MECHANICAL DOWNTILT IS REQUIRED)• PRIMARY LOCATION OF TMA, AS PER SITE CONOfT10N5 EXISTING PIPE MOUNT ANTENNA if 0 OPTIONAL TMA POSRION COAX TO JUMPER KIT, GROUNDING KIT AND CASENTS GROUND MAST PIPE #2 GREEN NOT USED NOT USED 2��x35� SCAIk: NOT TO nn f f- 24"x36' SCALE: NOT TO SCALE 11"x17' SC NOT TO SCALE ck THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION QOCUMENT5 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURZ OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NOT USED CAL£: NOT TO SCA1E I UU ANTENNA RF CONNECTORS ( YP) a i 2-3/8' TO 3-1/2' MOUNTING C at&t Your world. Delivered. �1Fiw7�dW�A� G�� M Y 4 e S A r � 6 M• � t � PACIFIC TELECOM SERVICES, LLC REVISIONS N0. DATE DESCRIPRON INTIIn A 07/14/12 ISSUED FOR PCD REVILIN WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEAET NUM7BER 1 — / WEEP TEST RE UIREMENT AT&T WIRELESS SEATTLE WA ANTENNA AND TRANSMISSION LINE TEST REQUIREMENTS REQUIRED EQUIPMENT (1) WILTRON / ANRITSU SITE MASTER S331A/B/C OR EQUIVALENT (1) OPEN, SHORT, LOAD (1) DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS) (1) DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS) (2) DIN FEMALE TO DIN FEMALE ADAPER (LOW LOSS) (1) PHASE STABLE CABLE (1) TRUE -RIMS MUTT -METER FREQUENCIES TO BE USED PCS FREQUENCY BAND 185OMHZ-199OMHZ TRANSMIT FREQUENCEY 193OMHZ-194OMHZ RECEIVE FREQUENCY 1850MHZ-186OMHZ TRANS MISS IOW LINE AND ANTENNA SYSTE" TEST (1) INSERTION LOSS / CABLE LOSS (2) ANTENNA / TRANSMISSION UNE DISTANCE TO FAULT (RL) (3) ANTENNA SYSTEM RETURN LOSS (4) ANTENNA SYSTEM WITH DUPLEXER / TMA / ANTENNARETURN LOSS (5) TRANSMISSION LINE CONTINUITY TEST INSERnQN LOSS THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE AND JUMPERS BETWEEN THE CABINET AND THE ANTENNA TEST FREQUENCIES: F1=1850 F2=1990 1. ENTER THE FREQUENCIES TO BE USED IN FI AND F2. 2. RE,'AIJ8RATE TEST FOUIPMENT. 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPEXER) USING THE DIN (F) TO DIN lFj CONNECTORS. 4. CONNECT A SHORT AT THE END OF THE LAST JUMPER DRE THE ANTENNA, OF THE LINE UNDER TEST. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW/RED) BEFORE THE CABINET, OF UNE UNDER TEST- S. PREFORM MEASUREMENT, THEN DO STEPS 10 THROUGH 12. 7. DISCONNECT TX JUMPER, THEN CONNECT RX JUMPER (YELLOW/GREEN) TO DIN (r) A04PTER. 8. CONNECT TEST EQUIPMENT TO LAST RX JUMPER (YELLOW/GREEN) BEFORE THE CABINET. OF THE UNE UNDER TEST. 9. PREFORM MEASUREMENT, THEN 00 STEPS 10 THROUGH 12. 10. ADD THE MAXIMUM PEAK TO THE MINIMUM VALLEY THE DIVIDE BY TWO. THIS IS THE CABLE INSERTION LOSS, THIS VALUE SHOULD NOT BE GREATER THAN -4DB. 11. PEAX MAX (M1)+VALLEY MIN (M2)/2-CABLE INSERTION LOSS. 12. RECORD CALCULATED / MEASURED VALUE ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 13. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE TRANSMISSION UNES. 6NT_ENNAlTRANSM15SION LINE DISTANCE TO E&JLT (RQ THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE ANTENNA, TRANSMISSION UNES AND CONNECTORS. TEST FREQUENCIES: Fl=1850 F2=1990 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TWO JUMPERS C01NC TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS OUPEXFA) USING THE DIN (F) TO DIN (F) CONNECTORS. 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. 5. CONNECT TEST EQUIPMEXT TO THE LAST TX JUMPER (YELLOW/RED) BEFORE THE CABINET, OF UNE UNDER TEST. 6. PREFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 7. DISCONNECT 1X JUMPER, THEN CONNECT RX JUMPER (YELLOW/GREEN) TO DIN (F) A1YaTCR. B. CONNECT TEST EQUIPMENT TO LAST RX JUMPER (YELLOW/GREEN) BEFORE THE CABNET. OF THE UNE UNDER TEST. 9. PREFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY EACH DIN CONNECTOR RAS A RL LESS THAN -32DB, N TYPE -26DB. 11. VERIFY THE TRANSMISSION LINE HAS A RL LESS THAN -45DR. 12. VERIFY THE ANTENNA HAS A RL LESS THAN -17DS. 13. RECORD PASS/FAIL ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 14. REPEAT STEPS 10 THROUGH 13 FOR THE REST OF THE ANTENNAS AND TRANSMISSION UNES, ANTENNA SYSTEM RETURN LOSS THIS TEST MEASURES THE RL OF THE TRANSMISSION TERMINATING INTO THE ANTENNA WITHOUT THE TMA AND DUPLEXER. TEST FREQUENCIES: F1=1850 F2=1990 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TAW JUMPERS GOING TO THE MTENNA. (BYPASS TMA) AND THE CABINLt (BYPASS OUPEXER) USING THE DIN (F) TO DIN (F) CONNECTORS. 4. CONNECT THE ANTENNA TO THE UNE UNDER TEST. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW/RED) BEFORE THE CABINET. OF UNE UNDER TEST. 6. PREFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 7, OISCaNNECT TX JUMPER, THEN CONNECT RX JUMPER (YELLOW/GREEN) TO DIN (F) ADAPTER. 8. CONNECT TEST EQUIPMENT TO LAST RX JUMPER (YELLOW/GREEN) BEFORE THE CABINET, OF THE UNE UNDER TEST. 9. PREFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY ANTENNA SYSTEM USING 1-5/B' WAVE -GUIDE HAAS A RL LESS THAN -17DB, 200FT MAX. 11. VERIFY ANTENNA SYSTEM USING 7/8' WAVE -GUIDE HAS A RL LESS THAN -1509. 20OFT MAX. 12. FOR SYSTEMS ABOVE 20OFr 1-5/8' RL-15.50B, 7/8" -140B. 13. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE TO A MEMORY LOCATION. 14. REPEAT STEPS 10 THROUGH 13 FOR THE REST OF THE ANTENNAS AND TRANSMISSION LINES, ANTENNA WrrH PLEXER AMD TMA RETURN LOSS THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE TX PATH. TEST FREQUENCIES: F1=1930 F2=1940 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOT70M JUMPERS. 4. CONNECT 70P JUMPERS TO TMA AND BOTTOM JUMPERS TO DUPLEXER. 5. CONNECT TEST EQUIPMENT TO TX 1 (YELLOW/RED). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1-5/8' WAVE -GUIDE HAS A RL LESS THAN -15.5138, 20OFr MAX. 8. VERIFY ANTENNA NETWORK USING 7/8' WAVE -GUIDE HAS A RL LESS THAN -14DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFr 1-5/8' RL -1408. 7/8"-12.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SKEET, THEN SAVE SWEEP TO MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE TX ANTENNA NETWORKS. -TRANSMISSION LINE CON-11NUFFY TEST THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE EITS AND THE TMA FIR THE 15 VDC NETWORK. 1. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE TMA, OF THE LINE UNDER TEST. 2. CONNECT MULTI -METER TO THE LAST JUMPER BEFORE THE BTS, RX 1 (YELLOW/GREEN). PLACE THE BLACK LEAD ON THE OUTER PART OF THE CONNECTOR AND THE RED LEAD ON THE CENTER PIN OF THE CONNECTOR. 3. VERIFY THE METER READS A SHORT. 4. REMOVE SHORT AND VERIFY METER READS OPEN. 5. RECORD PASS/FAIL ON SWEEP DATA SHEET. 6. RECONNECT JUMPERS TO TMA AND BTS. 7, REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS.. ANTENNA SYSTEM WITH_DUPLEXFR AND TMA RETURN L= THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT WILL TERMINATE INTO THE TMA ON THE RX PATH. TEST FREQUENCIES: F1=1850 F2=1860 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE-CAUBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND BOTTOM JUMPERS TO OUPLEXER. 5. CONNECT TEST EQUIPMENT TO RX 1 (YELLOW/GREEN). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1-5/6" WAVE -GUIDE HAS A RL LESS THAN -16.5139, 20OFT MAX. B. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THAN -15.5DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFT 1-5/8' RL -14DB, 7/B'-13.5DB. 10, RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX ANTENNA NETWORKS. Ic-d 101-1, 19-11 1r 1 Twn SNIA TidA OaPE9 LTPbr I7fPf. a1Pry a0 ,4La ,r�9 :. W :. : Ilea rF t �. 1 7n �7--, .Zz 570e L6Tf! ESA W4 � I f9W wt� cw Mlle .. I Nana G+1J a5r+19nls 4,.]I.r1 uh1TS A,yil,am 1 a p e d 6 f 9 h TMA I I TIAA alve.. 09'41 llC Ilae AFA 1009 ow DI I. N6 +rtlo lw Ilea E 1JpYc ' 1THs'el" C."�StTe 1990 hrFit as0 Aµd ` +901 MrEc 650 mK_ _� ro0w1 i.5hS 550, lv 0 LV_} L1.. 75 D^..CT+JW ` 014LE MARKINTAGS TO PROVIDE AOLITRONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE 10 MARKING LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE'. THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE THE FOLLOWING ARE 3 DIFFERENT FORMATS TO BE USED FOR THE BRASS TAGS. 1A to 1A T8 3B D FORMAT A FORMAT B FORMAT C FORMAT A IS USED WHEN THERE 15 ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE FORMAT a IS USED Wkei TWO TECHNOLOGIES HAVE BEEN WPLEXED ONTO ONE MILE AND WILL BE BROKEN OUT THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO TEC14HOLOM HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PART SHARING AT THE TOP OF THE TOWER. THE FIRST NUMBER OESIGNATES THE ANTENNA POSITION. THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHAROCTER DESIGNATES THE TECHNOLOGY TYPE, AND THE LAST NUMBER DEMCNAIES THE FREQUENCY SOD OF THE TECHNOLOGY, 81 SECTOR 1 SECTOR 2 RF CABLES A2 RF CABLES B2 THRU A6 AS THRU B6 AS RED' D REQ'D Al � Cl SECTOR 3 RF CABLES C2 THRU C6 AS REWD SECTOR C4EIENTATgH/AZlMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF DATA SHEET FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS NO_ TAG LOCATIONS 1. X END OF THE MAN COAX RUN WHERE THE COAMAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2 X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER (AS APPLICABLE). 3. X END OF JUMPER AT BTS CABINET CAULF Col OR MARKINO IN ADDITION TO THE IMPLEMENTATION OF THE BRASS TAG, CONTRACTORS SHALL USE ONE BAND OF COLOR TAPE PER CABLE FOR SECTOR DESIGNATION LASE -KC THE COLORS SHALL BE AS FOLLOWS: SECTOR A RED SECTOR B: BLUE SECTOR C: GREEN THE SECTOR DESIGNATIONS SHALL BE MARKET) AS DESCIRBED ON THE CURRENT RF DATA SHEET AT THE TIME OF WTAUATIQN, RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. CQAX BOOT SPECIFlCATIObt ENTRY BOOTS TO SEAL COAX WITHIN 6' CONDUITS SHALL BE ROXTEC H SEAL H3-150/3X(28-54)/20 SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL at&t Your world. DeIIvBTlsti. _�wF� Fas�l�Yl1.c�YI��� PACIFIC TELECOM SERVICES, LLC w w Q ~O 11 O O o a 3 / cr J I- ED of w p m 2 0 REVISIONS N0. DATE DESCRIPTION INITIAL A OIA7151 ISSUED FOR PCD RDAEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF INFORMATION AND NOTES SHEET NUMBER R-F-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NU�� DF AS VENDOR MODEL nor M� RET TMA GSM 550 140' 57'-10' 1 dbSPECTRA SPD2P6515XLH 0' 0• 0' NO TT19-OBBP111-001 GSM 1900 NO NONE UMTS 1900 7 NO TT19-OBBP111-001 UMTS B50 0' NO NONE 140' S6'-0' 1 KMW AM-X-CO-17- 9 0' NO (2)TTAW-07BP111-001 g• LTE 700 65-DOT-RET AZIMUTH RADCENTER NUANiF T4BER UVENDOR MODEL �' �q'RET TMA 57'-10' 1 dbSPECTRA SPD2P6515XLH 0' 0' NO TT19-OBBP111-001 PTOR 0' NO NONE355' 0' NO Ti19-ONONE -001 NO NONE 355' 56'-0" 1 KMW AM-X-CD-17- 2' 0' NO (2)TFAW-07BP1 11 -001 2• LTE 700 65-00T-RET NOTES: . 20 Nor USE COAX LENGTHS FOR CUT LENGTHS: s�1ty • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VET15[0N OF RFDS. .1 x PROPOSED AT&T LTE F- 7 PANEL ANIENNA- 6 7 PROPOSED AT&T (2) TMA$ MOUNTED TO PAN& MMa% N MOUNTING PIPE- PROPOSED AT&T `✓" GPS ANTENNA--, EXISTING AT&T GPS ANTENNA TO REMAIN— 1 PROPOSED AT&T TRi -7 SECTOR MOUW --- COAX 0 DIPLEXED YES (GO 09) 8 7/8' 78'-0' YES (U8 U9) 2 1-5/8• 75'-0' (YES L7 L21) ME OF COAX 0 DIPLEXED DOXYES LCOAX I ENGT (G8 GO) 8 7/8' 78'-0' YES (UB U9) 2 1-5/B• 7B'-0° YES (L7 L21) PROPOSED ATdI.T 2 2 QUAD G5M/U11T� _ _7 PANEL ANTENNA PROPOSED AT&T (2) rm 8 7 TUAs MOUNTED TO P0M ANTENNA MOUNTING PIPE }---PROPOSED AT&T 2 2 QUAD GSM/UMTS _ _7 PANEL ANTENNA PROPOSED AT&T (2) TMN 6 7 TINTS MOUNTED TO PANEL ANTEMNA MOUNTING PIPE PSE 60'-0- AGL WOOD UTILITY POLE PROPOSED XW LTE 1 2 PANEL ANTENNA qs77 PROPOSED ATAdT (2) TWIN 6 7 TMA'S MOUNTED TO PANEL ANTENNA MOUNTING PIPE EXISTING COAX CONFIGURATION AND SCHEDLLE SECTOR ALPHA AZIMUTH RAOCENTER NUMBER OF ANTENNAS VENDOR NODf1 ElEC. TILT MECH. TILT RET 711A NUM OF COAX COAX LENGTH DIPLE7�D GSM 850 140' 57'-6" 1 KATHREIN 742-264 0' Or YES (2) LGP 21401 6 7/B' 7B'-0' YES G8 G9 U9 GSM 1900 0' YES (2) LGP 21401 YES RET (2) LGP 21401 TMA UMTS 1900 SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL 0' ELM TILT MECH. TILT 1NU CBER OF COAX � LCOAX DIPLE7(ED GSM 950 355' 57'-6" 1 KATHREIN 742-264 0' 0' YES (2) LGP 21401 6 7/B- 78'-0- YES GB G9 U9 GSM 1900 01 YES (2) LGP 21401 YES (2) LGP 21401 UMTS 1900 Or EXISTING AT& ANTENNA TO 24•r.36• sGALE: 1-v2- = V-0- PROPOSED ANTENNA CONFIGLIKATION 2, 2,�•.,'7 11'x17" SCALE: 3/4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE- ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ^"^'•'^ A— PANEL BE REMOVED T T1R NT TO BE REPLACED kT PANEL BE REMOVED I _ AGL WOOD UTILITY POLE I' = 1'-0" EXISTING ANTENNA CONFIGLIRATION 1 V-0" 1 6- 1. 1' 0at&t Your world. DellVen d. cor. wuN.c�r�r� PACIFIC TELECOM SERVICES. LLC L % r z � w a x N REVISIONS NO, FaATE DESCR470% Hij ly ■ m/Iylx P-grO FOR v FEMEW wJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER R-F-2 ,c ).D. PIPE PRO 1 PIPE TO CLAMP SET ?T# ACPOBK) 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 AHTENN! GPS MOUNTING DETAILS 24"x36" SCALE NOT TO SCALEii QQ RRH }- MOUNTING I/ BRACKETS o MANUFACTURER: ALCATEL-LUCENT a MODEL;- 9442 RRH 70OMHz-15.5 (Lower Band) 1 HEIGHT: 21' WIDTH: 12.2' DEPTH: 10.8' WEIGHT: 51 LEIS 1 METAL STRAP SUBCONTRACTOR TO PROVIDE (M) p• O O ANT TWIN TMA o m. s ANTENNA MOUNTING PIPE (M) FRONT VIEW TWIN TMA- GROUND WIRE TO ANTENNA GROUND BAR (j2 GREEN) - SIDE VIEW JUMPER TO ANTENNA GROUND SCREW GROUND WIRE TO ANTENNA GROUND BAR (#2 GREEN) JULAPER TO MAIN COAX JUMPER TO ANTENNA METAL STRAP SUBCONTRACTOR TO PROVIDE (TYP) -ANTENNA MOUNTING PIPE (TYP) JUMPER TO MAIN COAX NOTE: MOUNT RRH LINR PER MANUFACTURERS SPECIFICATIONS L I I illl RII li I ' ME MANUFACTURER: ALCATEL-LUCENT MODEL' 9442 RRH AWS HEIGHT: 24.4' WIDTH: 10.6' DEPTH: 6.7' WEIGHT: 43 LEIS eViN"".67 BAND AWS MODEL NUMBER: TTAW-07BP111-001 DIMENSIONS: 9.9"x6.7x5.4' (250x169x139mm) WEIGHT <18 Ibs (B Kg) Ir 6.7' 5.4" m of OFED c9cl, 71 .. 24. 36= SCE.' 11'�19' S!'lI F• 1-1 7 MANUFACTURER: dbSPECTRA MODEL' SPD2P6515XLH WEIGHT: 100.0 LBS (45.0 KG) DIMENSIONS: 51.5" X 26.5" X 10.0' MECHANICAL FREQUENCY: REFER TO RF DATA SHEET DOWNTILT 26.5 BRACKET 10.0 26.5' 0 0 LOP 26.5" 0 0 BOTTOM �1,Amn� yr InL-r_ I\7\11 r..1,� �.L+r„ •� 17' 3G• SCSCALALEE• 7 tt/2'�f'-0" 24"x36• SCaL�: 1 1./'2;=1•-0" : 3/4'�1•-0• 1 S•xt7'_S� � »,(.,_O. _ DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHK:H RELATES TO CARRIER SERVICES IS STRICTLY 611 SIDE 0 2 DIPLIX FILTER FOR MHZ AND AWS/PCS WITH OC AUTO SENSE MODEL NUMBER: CM1OD7-D9PXSC DIMENSIONS: 4.92'xB.96'x3.27' (125x227.5x83mm) WESGFrt 6,5 Ibs 3.0 K 41 O�`-F pa0 1 3.27' 71.8 MANUFACTURER: KMW COMMUNICATIONS MODEL• AM-X-CD-17-65-OUT-RET (96-) WEIGHT: 59.5 LEIS DIMENSIONS: 11.8' X 5.9" X 96.0' FREQUENCY: REFER TO RF DATA SHEET MECHANICAL DOWNTILT BRACKET - 11U1 11.3 LOP BOTTOM RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP L w"1 5 a 17•-'-0O 5.9 za at&t Your world. Dellvered. 100 o WFSwEiv PACIFIC TELECOM SERVICES, LLC 0 V z w .Q./� O Ld LL \1 = F�1 a REVISIONS NO. DATE I DESCRIPTION INRIAL A i�7/11/11 ISSIIIJ] FOR PCD REVIf1Y NJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER R-F3 INFORMATION CONTAINED IN THIS SET OF GROUNDINgNoLtk O1 CAD WELD (TYP). SEE DETAIL 2/E-2. EXISTING ANTENNA GROUND BUS DAR NEAR AT TOP OF UTILITY OO POLE WITH COAX GROUND XR. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION. SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL $ E-2 FOR COAX GROUNDING, EYISTDIG TOWER GROUND BUS BAR AT BASE OF UTILITY POLE- SEE 3Q DETAIL O/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. AND SEE DETAIL $/E-2 FOR COAX GROUNDING. ® EXISTING MAIN GROUND BUS BAR AT CONCRETE PAD, SEE DETAIL GROUNDF WIRE�CONNECTIONS, AND SEE DETAIOUND BAR CONSTRUCTION. ILL 6/E-2 FODETAIL R R COAX GROUNDING. PROPOSED MAIN GROUND BUS BAR AT CONCRETE PAD, SEE DETAIL O S/E-2 FOR GROUND BAR CONSTRUCTION. SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAL( GROUNDING. ©#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR OF 4) SEE DETAIL 5/E-2. O7 EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO UTILITY POLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2 O1ARR SEE DETAIL VETO EXISTING MAIN GROUND BUS 6R(TYP OF 2) OB AWG RRH UNIT 2) SEE DETAIL 0 ND TO EXISTING MAIN GROUND BUS BAR #6 AWG CPS ANTENNA GROUND TO EXISTING MAIN GROUND BUS 10 BAR. SEE DETAIL 8/E-2. TT #6AWG EQUIPMENTCABINETS TO PROPOSED MAIN GROUND BUS jFROM ()H-FRAME SUPPORT VERTICAL POSTS TO Q 17fiERNAL GROUND GO SHALL VERIFY EXISTING CONDITIONS WITH PROVISIONS FOR ® GROUND RARE TINNED GROUND LEADS FROM MOB TO EXISTING ROUND GROUNDING NOTES & LEGEND I GENERAL GROUNDING NOTES ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. !. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, ASO OTHER METALLIC COMPOTIENiS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REOUIRE4NTS. GROUND COAX SHIELD AT DD74 ENDS AND EIUT FROM TOWER OR POLE USING MFR•S PRACTICES. 1. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THFH/OIWN, ALL GROUND WIRE SHAD_ BE GREEN INSULATED WIRE ABOVE GROUND. N, CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS. LLC. REPRESENTATIVE TRICAL 5 REFER TO PROVISION AND (COMPLY WITH ALL REQUIREMENTS (IF GROON 16 GENERAL ELECTRIC; GENERAL UNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE OLIAILED DESIGN OF GROUNDING SYSTEM. AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOU LRY REPRESENTATIVE" PRIOR TO INSTALLATION OF GROUNDING SYSTEM, PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7• NOTIFY DIFFICULTIES INSYALUNGNGROUNDING SYSTEM DUE TO SITE SOSTRUCrION MANAGER IF THERE ARE ILCONDITIO S. I GROUNDING ROD NOTES I SYMBOL DESCRIPTION SYMBOL DESCRIPTION JT mCR ,rr --j ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING COPPER GROUND ROD ® TEST WELL ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A OUALUSED POTENTIAL MEMO. SHOULD ® INDMDUAL, MUZING THE FALL OF PERFWM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND No THAN 9 EA POINTS ALONG THE TESiQK' . CADWELD CONNECTION GROUND BAR TO 5F-IOW PLATEAU. OU LA 2 POINT GROUND TEST OR 3 POINT 62X I= WILL NOT HE SIDE SPLICE CADWELD ACCEPTED AS ALMFWA7VES TO THE AFORE MENTIONED GROUND TESTS- TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED TM 24'xSCALE: 3/4" = 1'-0' I SCHEMATIC GROUNDING PLAN 1 FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM FROM THE A/C SYSTEM GRIDS AND EXISTNG COMMUNII'AnONS FAOLTY, LL"xMSCALE: 3/4 = 1'-0" I s�o�T• THE NFORMATION CONTAINED IN THIS SET OF CONSTRUCTION OOCVMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Delivered. tWEWEIR' om—OcAr PACIFIC TELECOM SERVICES, LLC w w Q / ^ V J I�ti x M ~O N O 1 M � O0 3 zw Lu 0 D a_ w x REVISIONS M, DATE DISCRIPDON INMAL A WH+/12 LSUED FOR POD REVWW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TFfLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 1,51 � NOT USE z1.17 , SPOT TO SCALE 14 11 24"z36" SCALE NOT 0 SCALE 10 11'z17" SCALE= TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON WAIL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWE -TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH J2 AWG BCW Tp ORDUND CONDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED WIRE INSTALLATION GALE NOT TO SCALE g _GROUND 24x36" SGLE. Np r0 ?RS j / 13 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) NEW 4"z 24'z 1/4' thk COPPER GROUND BAR, INSTALLED BY GENERAL CONTFACT04 0000 • y� • • • • • • • • 0000 24• FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE—GL) — (TYPICALLY) ANTENNA CABLE 12' TO 24" \1 120" MAX. WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NOTE5: 1,00 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. CABLE GROUND KIT CONNECTION 24'r36" SCALE: NOT TO SCALE NOT USE❑ NOT USED CADWELD GROUNDING CONNECTIQNS 2 p4jr36; SCAALE: NET TTU SCALE 24;x38� SCALE: NO 70 SCALE 3 21 �37" SCALE = NOT TO SSCGA E 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. NOT USED F CAE: NQP TO SCALE 1GG onn 9TD SCALY 1 - RX2 TX1/RX1 WEATHERPROOFING KIT (TYR.) COAX JUMPER GROUND KfT (TYP.) (TYP.) CONNECTOR b6 AWG WEATHERPROOFING KIT (TYP.) SEE NOTE 2 ISOLATE FROM TOWER HALO W/ #2 TO LOWER TOWER BUS BAR ANTENNA CABLE COPPER ANTENNA GROUND BAR, WITH INSULATORS. TO BTS EQUIPMENT C".) BONDED DIRECTLY TO TOP OF MOO OR LfTY POLE GROUND RINGI 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 CONNECTIGN 7a'e36" SCALE: NOT TO SCALE at&t Your world. Delivered. NIBS FH' PACIFIC TELECOM SERVICES, LLC REVISIONS NO. DATE I DESCRIPTION INITIAL A �N�IP ISSUED FOR PCO REVIEW WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 111 S Jackson St, 2nd Floor Seattle, WA 98104 (206) 342 9000 UTILITY POLES SITES: SS63 ADELAIDE —1216 SW DASH POINT RD- PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS64 LAKOTA — 2629 SW DASH POINT RD - PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS65 DUMAS BAY - 47T H AVENUE SW AND DASH POINT ROAD — PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS66 DECATUR — 3103121ST PLACE SW — PROPOSAL TO ADD (3) NEW LTE ANTENNAS TO EXISTING UTILTY POLE ALONG WITH ANCILLARY EQUIPMENT The modification will not result in a change in visual impact, and is part of a technology upgrade being performed on AT&T/New Cingular Wireless's network, in order to improve service to its customers and strengthen reliability and capacity in its network. RECEIVE® FEB 15 202 CM OF FEDERAL WAY CIS 0 3 SS65 DUMAS BAY 47TH AVE Ski AND DASH POINT RD FEDERAL. MAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98082 Becky Todd - Phone: (206) 310-1793 Viaw A- 1 T `l`.: 3 �. �•w�s ��aNefiwoCkS lip at&t L December 12, 2011 The illustration above is a representation of the proposed project based on information provided by' he client. Actual construction may vary aepenuem un avi-u .. r•�• -••_ _.._. _._. _ . - - for any post production, design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actca! iivirgtree-The final installation will have cables, cable parts, and various attachments, such as antennas, nuts, and bolts. While every effort will be made to disguise these components, theywiill not be readily apparent to the casual observer or passerby. However• upon close scrutiny, the true nature of the installation will be apparent ;:=-, REV: Prepared by. CiL Pacific Telecom Services, LLC 31 a c C A:rpart Laap Qrite Casfa Mesa. CA 9ZUS-3444 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Becky Todd - Phone: (206) 310-1793 Vlow a*- 7 1 GoodmanNetworks at&t 'lei n. �i r.u;nvien�c. �droarod December 12, 2011 Theilltsi.-ationaboveisarepresentationOftheproposedprojeetbasedoninformationprovidedbytheclient-Actualconstructionmayvaryoepenoenconapprv�w ���� vav��•••-•-•-- - — - - for any post production design changes. %iono ree disclaimer: (In the event that the proposed installation intrudes a monotree) The proposed installation is an artistic representation of a tree, and not irTtended to bean exact reproduction of an actual livingtree_The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts While every effortwrTl be. made to disguise these components, they will not be readily apparent to the casual Observer or passerby. However, upon close scrutiny.the true nature of the installation will be apparent. REV - Prepared by: CJL PaC"rfe Telecom Services, LLC 3199 C krpmrt Loop (I ft Costa Uesa, CA 92626-W4 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, VITA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, VITA 98052 Goc_ ` inn =�-Networks . L`eliee re,:. at&t 111-s,. •42 i December 12, 2011 The illustration above is a representation of the proposed project based on information provided by the client actual construction rney .dry ��N rr•---- --•--- ------ - for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree. and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolls. While every effort will be made to disguisethese components, they will not be readilyapparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent. ;== r R El.°: Prepared by,,, CJL Pacific Telecom Services, LLC LA 31 a3 C ,airport Leap CriM Casfa Mesa, CA 92626-3414 Becky Todd - Phone: (206) 310-1793 SS65 - DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 9W52 Becky Todd - Phone: (208) 310-1793 Vlnw .6- 9 i GoodmanNetworkstt relwart r:nn:eLaJr_ Rdirered. December 12, 2011 The illustration above is a representation of the proposed project based on information provided by the client ACtuaI construction may vary ae{rcr+uorr—r r•—•— ---- - --- for any post production design changes. Monotree disclaimer; (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to bean exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachn-enm such as antennas, nuts, and bolts. While every effot will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent Prepared by, CA Pacific Telecom SeMCeS, LLC A] 3199 C Airgrt loop ertm Costa Mesa, CA 92626-3414 I PR-OJECT INFORMATION PRO.)ECT DESCRIPTION AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFFA TELECOMMUNICATION FACILITY BY REPLACING AN EXISTING ANTENNA MOUNT AND RELOGAITNG [2] EIOSTING A1QfEHIJAS ONTO A N£lY ANTENNA MOUNT EXTENSOOo WITH THE AODITIQN DF (2) LYE PANEL ANTENNAS (1) PER SECTOR. (2) TMAS, (4)RRH UNITS, (AZ DIPLE1Z MOUNTED TD THE REAR SIDE OF DOSTiNG FIBER JUNCTION H—FR mE; ALONG WITH 0) GPS ANTENNA MOUNTED NE&R AN EXISTING GPS ANTENKk PLUS SWAPPING OF (1) ARGUS 7E43 EQUIPMENT CABRRET WITH (2) NEW STACK® PLJRCELL CABLNE75 LOCATED WTHTN AT&T COMPOUND SITE. APPLICArIr: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 ODDE INFORMATION: ZONING CLASSIFICATION: RS9.6 RESIDENTIAL SINGLE FAMILY BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: LIB OCCUPANCY: U, S-2 JURISDICTION: CITY OF FEDERAL WAY CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE TELECOMMUNICATIONS FACILITY LATITUDE 47 19' 18.2" N LONGITUDE —122' 23' 32.12" E TOP OF STRUCTURE AGL' 52'—C" BASE OF STRUCTURE AMSL' 168.0' SUBJECT PARCEL OF K &I MQNOPOLE: 21165DO090 g=N=RAL 1N=0RMATIQN 1- PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OYINE$: PUGET SOUND ENERGY CONTACT: MARTY O'CONNOR PH: (425) 462-3109 eM LAD: GOODMAN NETWORKS BB15 122ND AVE NE KIRKLAND, WA 98033 CONTACT- AARON IMPER PH: (972) 523-6508 EMAIL AJMPEROGOODMANNETWORKS.COM SITIFlC� CES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 9B7G4 CONTACT: BECKY TODD PH: (206) 310-1793 k PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 96104 CONTACT: BECKY TODD PH: (206) 310-1793 PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE. WA 98104 CONTACT: PAT HEALY PH: (524) 471-3553 RF ENGINEER: AT&T MOBILITY CONTACT: AMRITPAL SINGH PH: (425) 695-7540 PROJECT TEAM PRDJECT CONSULTAL[i PROJECT ARCH fTECf RICHARD B. HALL, MA PROD= CONSULTAN2 PACIFIC TELECOM SERVICES. LLC GOODMAN NETWORKS PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON Sr=. 2ND FLOOR 8815 122ND AVE NE KIRKLAND, WA 98033 SOUTH IACKSON STREET, 2ND FLOOR SEATTLE, WA 90104 SEATT, WA 98104 SEATTLE, CONTACT: KATIE KENNEY PH: (206) 321-1116 CONTACT: CHRIS WICKLANDER PH: (2DG) 909-9454 PH: (425) 478-799B EMAIL CWICKLANDEROPTSWA-COM at&t Your world. Delivered. DUMAS BAY SS65 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 VICINITY MAP Y'y r J] 1 tt � 0T k I1A y 3O9 �i ! J 4 DRIVING DIRECTIONS START FROM REGIONAL OFFICE DFPARr NE 72ND WAY TOWARD 164TH AVE NE 475 FT TURN RIGHT ONTO 1E+,:H AVE NE. AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 02 MI TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 5.0 MI TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-510 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TDWARDPORTLAND 7.6 MI AT EXIT 147, TAKE RAMP RIGHT AND FOI-LOW SIGNS FOR S. 272ND ST. 02 MI TURN RIGHT ONTO 5 272ND ST 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-5D9 / PACIFIC HWY S 1.1 MI TURN RIGHT ONTO WA-509 / S DASH POINT RD 3.0 MI TURK R:GHT TO STAY ON WA-5D9 / SW DASH POINT RD 22 MI ARRIVE AT 47TH AVE SW G 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 ICONSTIR MANAGER: TRANSPORT. EQUIP ENGINEER COMPLINJCE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS ORAWNGS ARE BEING REVIEWED PROPRIETARY INFORMATION THE INFORMAITOH G9NTATNED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE• ANY USE OR DISCLOSURE OTHER THAN THAT WHICH ROATES TO CARRIER SERMES IS STRICTLY PROHIBTTEID. PRELIMINARY CONSTRUCTION DRAWINGS DRAWING INDEX ,SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED STTE PLAN A-3 PROPOSED ENLARGED SITE PLAN A-4 EXISTING SOUTH ELEVATION A-5 PROPOSED SOUTH ELEVATION A-6 CONSTRUCTION DETAILS A-7 ANTENNA MOUNT EXTENSION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS rz-07-n TO BE RC\1IEWED / P=LINED & SICNED LEGAL DESCRIPTION SUBJECT POLE IN ROM OF WAY OF DASH POINT ROAD WAR 47TH AND DASHPOINT ROAD FEDERAL`. WAY, WA 98023. ABBREVIATIONS A/C MR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPRO10MATELY HT WAC HEIGHT HEATING PROP PT PROPERTY PRESSURE TREATED BLDG BUILDING VENTILATION REG 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 TNT IBC INTERIOR INTERNATIONAL STL STRUCT STEEL STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD DIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LBS MAX POUNDS MAXIMUM THRU THROUGH ON DET DOWN DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MT- METAL TYP TYPICAL EA EACH MFR MGR MANUFACTURE MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EO EQUAL RD ROUGH OPENING VIF VERIFY IN FIELD EQUIP EXT EQUIPMENT EXTERIOR NA NOT APPLICABLE W/ WITH NIC NOT IN CONTRACT W/o W7-CUT FIN FINISH NTS NOT TO SCALE WP WATER PROOF FLUOR FLOURESCENT FLR FLOOR OC ON CENTER FT FOOT DD OUTSIDE DIAMETER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD Vat&t Your world. PACIFIC TELECOM SERVICES, LLC C] ZI�7 W O O CD M Ln¢a O O r 3 3 a w w Q0 Ld 2 u K REVISIONS N'[L DATE DTSCRIFTION INITIAL ■ [mril E=ED FOR PCD REVIEW RC NOT FOR CONSTRUCTDN UNLESS LABELED AS CONSTRUCTION SET SHEET TTTL-E TITLE SHEET SHEET NUMBER T-1 THE INFORMATION CONTAINED IN THIS SET OF CONST �RUCION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSt -E OTHER THAN THAT WHICH REf.TES TO CARRIER SERVICES 15 PROHIBITED GENERAL NOTES* 1, THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, DAMISS10N5, OR NC,ONSIS9ENCIES AS THEY MAY BE DISCOVERED IN PLANS, DDCUMVM NOTES. OR SPECIFICATIONS P91GR TO STARTING GDNSTRUCTLON INCLUDING. BUrr NOT LIMITED BY. GEMOLMO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS HOT BEEN BROUGHT TO THE ATTENITON OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHA.L INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TONER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMSSON OF BM CONTRACTORS INVOLVED "LL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT DF CONSTRUCTION. THE CONTRACTOR HAVING SEEN 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 ARCHrECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. NOT USED 5. THE ARCHrrECTS/ENQNEER5 HAVE MAOE EVERY EFFORT 70 SET FOFCFH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACron BLOOM THE JOS 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 N ACCORDANCE WITH THE WnDhff OF THESE DOCUMENTS. THE BIDOER 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 DLSDREPANCMS 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 15 NOT RESPDRSiBLE FOR ANY ERRORS RESULTING fROM THIS PRACTICE WRITTEN OIMENSONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, 7. OWNER. CO P-0--rDR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT 4ANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF COHSIRUCTM. B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR 70 STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED Br THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS, B. 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 LIC04SE(S) AM PE do PO INSURANCE 11.THE CONTRACTOR SHALL SUPERVISE AND CREDIT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEDUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TQ MANUFACFUREk'S/VENDDR'S SPEGFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 13.ALL WORK PERFORATED ON THE PROJECT AND MATERIALS INSTALLED SHALL SE IN STRICT ACCORDANCE WIN ALL APPLICABLE CODES. REGULATIONS, AND ORDINANCES, GONIRAC?OR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PVRLIC AUTHORTCI', MUNICIPAL AND VTIUTY 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 MOUNTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REASIONS, ADDENDA. AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUYERTNTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CURRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS. ADDENDA. AND/OR CHANCE ORDERS Al THE CONCLUSION OF THE WORK AS A PART OF THE AS --BOLT 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 STRUMURAL. ELECTRICAL- MECHANICAL. AND PLUMBING PLANS AND CROSS CHECK THEIR: DEITIES, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK 1S.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 MQSTRNG LMUTIES WHETHER OR NOT SHOWNON 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 COMJUNCnQH 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 DETAA- 21.ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. AL. EXISTING CONSTRUCTION. EQUIPMENT. AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMDVEO FRQM 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 MATPROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHN ER1Le, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE 1QUFS, STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REOTAREMENTS SHALL BE USED FOR INSTALLATION, 24. WHEN REQUIRED STORAGE OF MATOUALS OCCURS. THEY SHALL BE EVENLY DI5MMVTED OVER ROUGH FRAMED FLOORS OR ROOPS SO AS NOT 70 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 EWPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK, ALL REEDS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS-SLIILT DRAWING PACKAGE. 26. SEAL ALL PENETRATONS THROUGH FIRE -RATED AREAS WITH U.L.. LISTED OR FIRE MARSHALL APPROVE MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIlka 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-AloQG WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN CQUPLEiED, SHALL COMPLY WITH LOCAL SECURITY CODES AND IDLE-24 ENERGY CONSMATION REQUIREMENTS. (TITTLE-24 WHEN APPUCABLE) 30. ALL GLASS AND GLAZTNO IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER S*ETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATETMLS (42 FR 142B, GFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT E]OSTING DMPROVEMENNTE, 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 SHAM. 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 FrrAWNING 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 JNSTALLATION OF FIXTURES. MECHANICAL EQUIPMENT, PLUMBING, HARDWARE. AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROMOW A PROJECT LEVEL STRAGHT. AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE L10STING CONDITIONS WTDN 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, NODE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED. MATERWS TESTING SHALL BE TO THE LATEST STANDARDS AHD/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 $0 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 WMLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CURRNG, FISTING, PATCHING. ETC., SO AS TO BE RECEIVED PROPERLY SY THE WORK OF OTHER TRAOES. 41. ALL DF81b5 AM RETLISE IS 70 BE RETMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (DR" FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEM OWN PORTION OF THE WORK. 42 TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS. FARIIRES, AND/OR ANT EQUIPMENT NIAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE N EFFECT IS DONE 50 THROUGH THE COMPANT 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 YDU DIGI BURRO UTILITIES EX157 W THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE DME-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOPS PRIOR TO CONSTRUCTION. 1-800-227-2600. 44. CONTRACTOR TO REPLACE ANO/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN AFPUCAEII.E, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAXI ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENT'. 45. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH RETUNED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REOUNNG) THE APPROVED CONSTRUCTION SET AND SUBLTDTING THE PED:JNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. CENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTAWTIOM COORDINATION SOLUTID") TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SURSITIUIIONS OF MATERIALS AND/OR ECUI MINT, MUST IF - APPROVED BY TOWER NETWORK COWER ODNSTRUCRON MANAGER - Si. THE GENERAL CONTRACTOR SHALL BE RESPONSBLE FOR AND SHALL RUEDY ALL FAULTY, INFIERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GODDS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT: UNLESS NOTED OTHERWISE W THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (CfCEFTIDN) THE ROOFING SUBCONTRACTGR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DDNE, COSIGNED BY THE GENERAL CONTRACTOR. TO MAINTAIN THE ROOFING IN A WATERTIGHT DONOTTON FOR A PFROD 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 OWNERS EMPLOYEES. WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED 70 PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BOLDING PERMIT APPLICATIONS SHALL SE FILED BY THE OWNER OR HIS REPRESENTATTIr, CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PRWECT APPROVAL OF A SEPARATE ITEM SHALL NOT WCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE REM 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 NO TELEPHONE UNDERGROUND CONDUITS (I40 PVC) PER S.C.E. WORKORDS. BACKFILL WITH CLEAN SAND AND COMP TO THE SAITSFACTTDN OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS. ASPHALT, CONCRETE. ETC.) 5B. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTIUZED 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 70 REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPRNA7ING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENM FRAMES WHIERE PENETRATION OF DaSTTNG ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SH41 COORDINATE WITH BOLDING OWNER AND BUILDING ROOFING CONTPACf6R OF RECORD FOR INSTALLATION, PAICK REPAIR OR ANY AUGMENTATION TO THE ROOF, ARID HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEORTIY. 62. IN THE ME OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEL ED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESMETVASRTCATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SNULADNNG (N APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS. TDOURESL AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMLLLATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN pHOTOSrmuLATKJN. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCMOECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLLRKHNS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMFITNG BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED DESIGN CHANCE IN THE EXISTING BUILDING 'AS-SUIL7 DRAWING SET - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ E1MBEDDED STEEL RESAT IN THE EVENT POST TENSION SLAB SOLLITION IS PRESENT. CONTRACTOR SHALL INCLUDE PROVISIONS fOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL NY SUB CONTRACTORS SHALL USE STAWLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHRIE APPLICJU3LE), PLASTIC ZIP TOES SHALL NOT BE PE7RMITTED FOR USE DN TOWER NETWORK CARRIER PROJECTS, RECOMMENDED MANUFACTURE SHALL I#T PANDOT CORP. METAL LOCKIHG TIES MODEL K. UL74S-CP UNDER SERIES-3D4 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRLARC. 65. NOT USED. SYMBOLS: OGRID REFERENCE ;,TV] DETAIL REFERENCE V ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE G� MATCH LINE l.I WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUIT -A COAXIAL CABLE - 0/1-1- OVERHEAD SSWCE CONDUCTORS GROUT OR PLASTER (E) BRICK (E) MASONRY 0 CONCRETE EARTH eeavoo GRAVEL PLYWOOD SAND ® WOOD CONTINUOUS WOOD BLOCKING STEEL (N) NEW (E) EXISTING Q NEW ANTENNA EXISTING ANTENNA ® GROUND ROD GROUND BUS BAR • MECHANICAL GRNO. CONN. ■ CADWElD ® GROUND ACCESS WELL Q ELECTRIC BOX TELEPHONE BOX UGHT POLE 0 FND. MONUMENT -& SPOT ELEVATION SET POINT Q REVISION r� at&t Your world. PACIFIC TELECOM SERVICES, LLC Z M W p N ao C� Ln Q 0 3 ¢ 3 Cam/] 3 w w Q � 2 r v ■ l♦��_ NOT FOR CONSTRUCT10N UNLESS LABELED AS CONSTRUCTION SET �TITLEGEN SHEET NUMBER - 1 - G-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERY CES IS STRICTLY PROHIBITED r aQ tom• A .r. • @1• i ari .•L . - • r '€ r ,,pper� �•••_•.'. •-� iC ha•r, ram: eF�:-::-:-:• :-4 ••;#••• • '_' - '3 •PARCEL 2116500070 '•�-� PARCEL 21sBS00084 k '-A.• LOT 7 LOT 8 - --'-r••'.•- .•_ ..•. •.•:•: ..r •.-.-.-_•.'.'."_'.'.".'. PROPOSED ATkT LTE ANTENNAS, MOUNTING EQUIPMENT CABINETS TO _ BE PAINTED TO MATCH EXISTING •• t l• �i .'r'r roA Q�r f _C. t. .da•- •=•:p SW 313TH ROAD 'f;. - '� . �;. :fps 's• ••vii: ¢.i a EX STING ;p .''.. d BUILDING r ei ar: i w e • •^' • • • PROPfi1T1' LINE - . 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FJIR [4] OIPCt�(EAS MOUNTED TO THE RSIDE OF T70STTHG ram JUNCTION H-FRAY_ ALONG WITH o;; �. �•1� r' i w'• zAy ,r"asay (1) GPS ANTENNA MOUNTED NEAR AN EXISTING GPS ANTD&k PLUS ( SWAPPING OF (1) ARGUS TE43 EQUIPMENT CABINET W 7 • I /•'`, `°a ITH 2) NEW WF T ` 7! • _ EXJSTING DENSE I V•a`� 1 i� r • DECIDL" TREE STAINED PURCELL dVB@IETS LOdTED WFm ATe2T cDwPOUND SITE: ¢r: i.{T a, i •yam arm EIOSTINo OENSE� _. _°a te •COVERED A�R� w.-r . 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UG' — uGP — BURIED POWER LINE BURIED GAS LINE DLrr— OHr OVERHEAD TELEPHONE LINE — Usr— UGT— Ugf— BURIED TELEPHONE LINE —w —W —w —W — BURIED WATER LINE —ssss—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 O TRANSFORMER -¢ FIRE HYDRANT X( LIGHT STANDARD X GATE VALVE © POWER VAULT E3 WATER METER ® UTILITY BOX ,Q FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I (-- POLE GUY WIRE ® CATCH BASIN, TYPE II M GAS VALVE s SIGN ® GAS METER c BOLLARD TELEPHONE VAULT c MAIL BOX o TELEPHONE RISER 234.21 SPOT ELEVATION 44, P P � � w wiw 6 �•)� •'� 0 ea .In 11 Xs THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION OOCUMENrS 15 PROPRIETARY BY NATURC. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARfEER SERVICES IS STRICTLY PROHIBfTED. PARYSI NUMR 2116500090 $LfB.IE v 1 HT OF WAY OF DASH POINT RO.L NEAR 47TH AND DAHHPONT ROAD FEDERAL WAY, WA 98023. VICINITY MAP SITE PLAN I ] at&t Your world - PACIFIC TELECOM SERVICES. LLC Z M p N a o m 2 on <a Ln O 3 jq ¢ 3 a N � W W Q � 2 K NOT FOR CONSTRUCl10N UNLESS Il LABELED AS CONSIRU7ION SET SHEET TffLE SfTE PIAN SHEET NUMBER ET — 1 V , W W EYJSTING AT&T CPS ANTENNA W W W W MOUNTED AT IXISTUIG "I/CABINT 11i'-r 27_4- C)at&t Q75DNG COAX Your world. Delivered, MI6: H-fRAiIE 5'-6� a e �p 9' qq N v v I E1(ISDNG AT&T CABINET MOUNTED BEHIND UTILITY RACK Y 4 � 4- v d I �f / �I/ PACIFIC TELECOM SERVICES, o LLC N q E N b d p d q d d 41 j l > a d 8 I q d d d d q 6 d v EXISTING AT&T RXAR CABINET e a EXISTING RRH'S EXISTING AT&T CABINET EXISTING AT&T H—FRAME EXISTING AT&T UMTS CABINET d` q EXISTING WOODEN FENCF. DUSTING AT&T TE43 CABINET TO BE REMOVED EXISTING GRAVEL AREA X X — X — X — X — EXISTIN FIBER EXISTING CHAIN LINK FENCE MOUNTED AT&TTEXISTING JUNCTION BOX MOUNTED AT EXISTING H—FRAME O _ X Of X X _ X X X — X % X % X X — X / / / // }/} 1 RETAINING EDGE GLL F CMU a N I•Y1 O x—% XIn X—X o } / 3 EXISTING PT j LU RR —TIE STEPS / !STING GRAVEL EXTSTTNG 5'—D' WIDE COMPOUND SURFACE lAYETY ACCESS GATE ad, / r IXta*TING TRANSFORMER EXISTING VERTICAL CONDUITS (2) TOTAL I !lr cM DOSTING AT&T TELCO PEDESTAL h �'\ �\ REVISIONS EXISTING 52'-0' HIGH `A1°\ ,1fn 1>/Ia11 03M M P.S.E. UTILITY POLE ' EXISTING AT&T PANEL ANTENNAS TO BE ROADVED AND RELD'.ATFD AIM EXISTING AT&i PANEL ANTENNAS REPW= WITH NEW MOUNT TO 8E MMED. AND RELOGITED f w,\ AND REPLAU-1 WITH NEW MOUNT _;iANTENNA; AT&T ANTENNA MOUNT q„\ 70 BE REMOVED gyp\ NOT FOR CONSrRucTm UNLESS �\ �\ \� Qx LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED SITE PLAN �/ am SHEET NUMBER 2',-Z6' SCALE 1/2' = 1'-D' EXISTING ENLARGED SITE I'l ANI 1 A-2 11'x17- SCALE 1/4' — 1'-0- 2' V 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR OIS :L05VRE OTHER THAN THAT WHICH RELATES TO CARRIER 15 STRICTLY PROHIBITED- EAT&T LTE ��NND EQUIPTO MATC sus �L �v EXISTING AT&T CPS ANTENNA V/ \V MOUNTED AT EXISTING CABINET W " PROPOSED A-rw GPS ANTENNA 6 40UNT@ AT DtTSTIHC CABINET F_ 2'-4- \V W , W ❑ o EXISTING AT&T CABINET MOUNTED BEHIND UTILITY RACK 4 Q N ❑ a 1 ^'- a a ❑ +l IXLRWG RRH'S a e ro L� ° IXV$TlHG AT&T H-FRAME 1 m ° m ° e w ❑ ❑ a a ❑ .a 4 ❑ ° � i+ EXISTING AT&T RXAff CABINET �f 1 e o a a W W EXISTING AT&T CABINET a a °❑ 0 EXISTING AT&T UMTS CABINET ❑ PROPOSED AT&T (2) STACKED PURCELL CABINETS MOUNTED ATOF A HIGH PUNTH TO 1 -AT&T I ° EXISTING CONCRETE SLAB EXISTING WOODEN FENCE _ JUNCTION BOX AT&TTEXISTIBERING ExiEXISTING GRAVEL AREA W W MOUNTE7NGD MOUNTED AT EXISTING H-FRAME EXISTING PT RR -TIE STEPS X x PROPOSED AT&T ICE-BPoDGE(a EXISTING 5'-0- WIDE COMPOUND ACCESS GATE EXISTING CHAIN LINK FENCE EXISTING EDGE OF CMU X / I ' I ' RETAINING WALL /} X — X — X — x — / / / / PROPOSED AT&T 700MHx FM UNrr� _ �/ MOUNTED TO DMTING H-FRAME PROPOSED AT&T AWS RRH UNIT 2 -10 / / v MOUE= EXISTING H-FRAME - / / pROPOs�D AT&7 OIP1.E7d:7tS ;PRDPO C4). (f72) PER SEC31DR \ / / AT&T (1) 8- CONDU ED R STUS-USNB-UP HC GRAVEI SURFACE LATBY PROPOSED AT&T (4) 7 8- COAX / / / (CABLES ROUTED WITHIN PROPOSED 5 D,MCENf ROUTED A. CONDUIT 7 10 PROPOSED AT&T d- / i1ERTIGIL COHOUIi / /R / ExWWCONDUGR DOSIING UTILITY POLE / F705TING TRANSFORMER ti ws EXISTING AT&T TELCO PEDESTAL EXISTING VERTICAL CONDUITS (2) TOTAL c� EXISTING 52'-0- HIGH \ p1p P.S.E. UTILITY POLE aw\ f 1 PPANEL A TOMPI LTE PANEL ANTENNAS AT&T LTE um \ 4 PROPOSED AT&T ANTENNAMOUNT EXTENSION PER aw -7 STRUCTURAL BY OTHERS I -! 4 PROPOSED A76fT TWA MOUNTED BELDW WETIW p?t 24'x36- SCALE: 1/2- = l'-O- ll-xl7- SCALE, 1/4- - 1'-0- 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCT10N DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. a t&t Your world. ❑eliVered. PACIFIC TELECOM SERVICES, LLC O Q1� Z 1-1 �/1 p N o W co x cm (� a Ln p 3 Q 3 � 3 w w o a � x REVISIONS ND. DATE DESCRIFFION INITIAL A 12/37A I$$Ilm FOR pCA REVIEF RC NOT FOR CONSTRUCTION UNLESS LABELED AS COIJSTRUCTION SET SHEET TITLE PROPOSED ENLARGED SITE PLAN SHEE T NUMBER PROPOSED ENLARGED SITE PLAN 2 EXISTING AT&T PANEL ANTENNAS TO BE REMOVED AND RELDCATED AT NEW MOUNT EXISTING AT&T ANTENNA MOUNT TO BE REMOVED i_ o• ilIlS I '1 F Lu� ,vy un OHP- OHP- O lee 24ir,T6' SCALE T!4: = 1'-D' , 11x17� SCALE 1/6' � 1'-0' 4 3' 2 T' ❑ , THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE .Un- R THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Ate' PACIFIC TELECOM SERVICES. LLC ? 1M O N (L O Ir�1 HI 00 2 c) Q Q Ln O Uq UD Z Q a 3 3 a to � W W � o a W x n V� r v REVISIONS N0. DA1EI DE5=711011 INITIAL A I2/P//1 SWIM rM PCO IIEV E'A' AC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEE�Tl EXISTING SO SHEET NUMBER A-4 NOTE PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT CABINETS TO BE PAINTED TO MATCH EXISTING PROPOSM AT&T LTEe PANEL ANTENNAS F_ PROPOSED AT&T Tw.5 MOUNTER a BELOW ANTENNA C". OF (2). (1) PER SECTOR) "EEC) RELOCATED EXISTING AT&T PANEL ANTENNA MOUNTED TO PROPOSED AT&T ANTENNA MOUNT EXTENSION PROPOSED AT&T ANTENNAe MOUNT EXTIMON PER r STRUCTURAL BT OTHERS I r: R EXISTING 5HIGH l' I PP.S.E.P.S.E.UTILITYITY POLE =.1'y EXISTING TRANSFORMER ollp amp `- t ♦I ' Vr�— If OHP OHP— an OHP� y' 1 F r .Cr OhP ,,i 1 ■ - \ "'IL �S, „ � DHP- 0 G OHP- OHP- E�11 �� i Z T 1),J ;l p ) .w CC 7 r a c } ■ c� c�P I :s w. a DHP� OHP- lam,--� v`•" ='f i { >:`�} i�•I, � } `.fir' 1 JJ OH-- P A y � I P: �1 -` P` !r �I y}�'■ ul : YI 'i��' i Any Ip Pd`�[`�� �. �.i `Y�L. �,• 55, c' terry' � +5- 1 �� , 1, � ` iQ5 �~• 7�a y` l/ Dr �1 I�`� 5 `I T Ln�'r ,. r" f E]OS1R1G ATdcT �;�� �r q�y,� }• , ; • TELCOIN PEDtS'TAL P �'n ��i �� l�{ :.4 \5•+i1�^ au 'ram AGL ME 24•x36• SCALE: 1/4- = T-O- ��� 11'x17' SCALE 1/6' T.-U' 4'- 2 t 0 4' THE INFORMATION COWA3fM IH T" SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CAMER SFJWCES IS STRICTLY PROHI&TED. 4 7 —�--- EXMi1NG AT&TWC�ASWL7,PROPOSED AT&T DD'+I.DaM ' �EDMOUMTO FMSTING H-ntkw- f (IYP. OF (4), [Z] PER 5EGTOiT] PROPMM AT&T AN5 RRH UNRr 2 O UOUNTED TO E)WNG H-FRAME - PROPQM ATIcT 70OMHx RRH LRi6 3 h MOUNTED TO E705TING H-rR*wE - p0$TM AT&T FIBER JUNC'ON 90x MOUNTED AT EMSTIN V H-FRAME �� O PROPOSED AT&T ICTr-8 EXC7TNG AT&T H-FRAME I PROPOSED AT&T (2) STAOKED s . PURCFIL CABIP ET5 MOUNTED ATOP OF A 14' HIGH PLENTH ATTACI@b - (TO EXISTING AT&T COHCA£fE SLAB y E7CISTIHC RETHHIHG WN1 �DCST�W CHAIN LINK FENCE a at&t Your world. 'o PACIFIC TELECOM SERVICES, LLC p Of Z M /iHl a 0 m x O1 In a a p 3 .0 p > a 3 3 < w w w w a Ld x ^ K u REVISIONS ND. DATE DESCRIFRON INTfIAL • !P/P1/! �iiED FOR MD RL>, Ew RC I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEEP TITLE PROPOSED SOUTH ELEVATION SHEET NUMBER A 3 1/2' OD STEEL POS DIRECT BUI CONCRETE SACK MIX) (1) 6'e SCHED 40 PVC CONDUIT WITH (4) 7/F` --- -'--- VZF 24• WIDE GRIPSTRUI T EXISTING CHANNEL BY OTHERS BLOCKING (2) 6"m SCH (TYP 2 PLAC UNISTRUT 0 LS 1/2'0x4• WOOD POLE SIGNS AND PLACEMENT: 1. LOW LEVEL EM NOTICE SIGNS - PUCE AT SITE ENTRY / ACCESS POINTS ONLY. - ROOFTOPS PUCE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON g• ACCESS DOOR UNLi$5 DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS ON A REGULAR BASIS FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION MANAGER. SIGNS ON COV'POUND GATE, NO 4Ai(�GAAR.RI ROOWNED NOTICE - SiTFS:PLACE ONE SIGN ON COMPOUND GATE: ALL SIGNS SHALL BE SECURED 1YDH EMITTER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS. ♦ 2. CONSTRUCTION COORDINATOR PA57RJTTICIPAMN IN SIGN LOCATION: NETWORK CARRIER CORUCTION MANAGER SHALL MEET WITH ALL RDINATOR'S ORDINATOR'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT, COO 1�•�I EMPHASIS SHALL BE PLACED ON 'CHALLRYCING' SITES. WHERE THE NEWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCDON COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS POSSIBLE, HOWEVER, CONSTRUCTION COORDINATOR'S SHALL BE EHCOLRAGED TIN PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER A m+.w:,w..ww•^ i°'•'O F. �•�'•'�N�F� IN ING DECIDPLACEMENT PERTAINING TO CHA1dFNGING SITES. A SITE VISIT Gm., el PnpubYon FMS V o Ih6s MAY BE REGUIREO TO FULFILL REQUIREMENTS, CONSTRUCTION COORDINATOR SHALL IDENTIFY ALL SK'N LOCATIONS AT THE A&E WALK, PLEASE SEE SIGN Taw ro�m•5+wprvw•�a• DETAIL AND SIZE bxvMFg ln,n RFeml,onm,rA 3. SIGN DNSHVRSEMENT FROM WAREHOUSE: SIGN INVENTORY SHALL BE ACCESSIBLE AT NETWORK CARRIER WAREHOUSE TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR WM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE. lL;L—t_WI UL U] JAIL ^ �..a. 1.•yII w, I .,.a_ 1` 2s" 38' spAL>< NDT TD sGAL.E `T 2.%- sGu.E: 1-1/x.••1._D. 2<•x3s' SCALE., NOT Ta scA�.� 11;x17• SCALE NQT TO 11 x1T 3 4'e1'-0' 1'xf 7• NOT EOUIPAfENr MDS1N71NG NOTE: CABINET WEIGHr: 50 LEIS • 12RU 19' RAILS, FRONT TO BACK ADJUSTABLE FULLY LOADED CABINET: 100 LEIS Co. 25" • MATERIAL- ALUMINUM (LIGHIWETGFR, CORROSION-mISTANT FLX16WS CABINET PAINT: GR-487 TESTED & CERTtFIM POWER COAT CABINET FINISHED GRADE OR PAVING. MATCH r Syl SLOPE AND THICKNESS OF EXISTING ° v I I I I I ^FRONT DOOR DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDTI10NE'R, HEAT D:HANGEROR THERMOELECTRIC COOLER f Z I I I • LATCHES: TWO -POINT LATCHED. PAD LOCKABLE $ i SWING UNOfs*URBED SOIL r - v v n HANDLE �u i ��--�—F �R i i ING HANDLE „`u1ARONUFNFAL OEnQR5 J UDLITY WARNING TAPE jj THERMOELECTRIC COOLER: 40OW O O'dT, +24VOC, I I O I PER STRAPPING II COMPACTED BACKFlLL WITH SATISFACTORY —48VDC OR 120VAC L— I q NATIVE OR IMPORTED SOIL AIR CONDITIONER: UP TO 2,000 BTU/HR AIR SAYING HAIQLE CONDITIONER WITH HEATER = (4) RUNS OF PROPOSED 1-5/8' COAX FROM DOOR 9 in II ENCLOSED CONDUIT WITHIN (2) PROPOSED 6'0 +24VDCA OR C VGER: UP TO 39W/'C HEAT EXCHANGER, e U f I FRONT DOOR BATTERY PFI]RTAL o . y a LI BACKFlLL WITH SAND OR NATIVE SOIL ACCOMMODATES UP TO 60AHR BATTERIES SWING HANDLE (PER ASTM STANDARDS) GAL£ ENTTNY NOTE: N {N HANDLE DOOR 3 SAYING HANDLE • (3) 1/2'; (3) 1"; (1) 2' 31/2" OR 2' KNOCKOUTS CABINET WEIGHT: 50 LEIS {- FULLY LOADED CABINET: 1DO LBS 4 ACyVAFFR OPIKONS 24' O O BOA -MART POWER W1TH OPTIONAL TRANSIENT VOLTAGE CABINET s SURGE PROT£CRON, 1SA GENERATOR CONNECTH)N CABLE 6-POSMON 19' RACK -MOUNTED (1RU) OR 12-POSMON PLINTH PUNFH (2U) AC LOAD CENTERS AVAILABLE IN VARIOUS ❑ v n CONFIGURATIONS-- CAN BE EOUIPPE7 WITH SURGE PROTECTION DEVICES THAT OCCUPY I-POSIRON OR 2-POSITK1NS AND , 6-POSITION DIN -MOUNTED AC BREAKER PANEL (120V OR 24GV CONFIGURATIONS). OPTIDNAL DIN -MOUNTED 1V55 B 24' • 15A i'FCT DILL OUTLET RECEPTACLE CONVENIENCE OUTLET �i Fl)C12W5 CABINET MOUNTING OPTIONS 4" PLINTH • 14' PLINTH ° FLX12WS FRONT ELEVATION FLXI6WS SIDE ELEVATION POLE MOUNT KIT A B WALL MOUNTICT VERTICAL CABINET -ON -CABINET STACKING SWING HANDLE FRONT DOOR A ,,.�. l.•lJI•I1J4� 1 1 ...L I+.,,�.. 5 1 24'x36' SGJF_ NOT TD SCALE i'><17' :NOT TO THE INFORMATION CONTAINED IN THIS SET OF CONSTR11C11ON DOCUMENTS IS PROPRIETAFn' BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SEAVIC:S IS STRICTLY PROHIBITED 2 at&t Your world. PACIFIC TELECOM SERVICES, LLC tr Z M �/•� p N a o F(1•�y1 m En a Ln 0 3 cn z a � a 3 3 rn W W � o a LJ S a REVISIONS NO. DATE DESCRIPDON mIRV. R 17IWA7 65Um FOR PCD REVIEW RC NOT FOR CCNSTRUC73ON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-6 TOP OF PROPOSED OL LTE ANTENNA PROPOSED LTE PANEL ANTENNA (TYP OF 3)- A T— ----I A B BOTTOM OF PROPOSED Ob LTE ANNEW" TOP OF EXSTING OIL PANEL ANTENNA EXISTING PANEL ANTENNA RELOCATED TO PROPOSED ANTENNA MOUNT (TYP OF 3)— BOTTOM OF EXISTING OIL PANEL ANTENNA PROPOSED 14'-6' LONG 2-7/B' TO 4-1/2- PIPE MAST M? OF 3)— B ELEVATION MOUNTING DETAIL FOR R FERE= ONLY. PS.6 TO pRO170E Sf1iU(.'3lJR L DESM no ANALYSIS PROPOSED ra x1J4' AHOLE U-BOLTED TO THE PROPOSED A T15 NNA PIPE MASTS FOR ADDED RIF1DITY (TYP OF 30 PROPO5M� TWIN 1MA MOUNTED ON ANTENNA PIPE MOUNT BEHIND PROPOSED LTE ANTENNA (TYP OF 3) PROROS-_'D MECHANICAL TILT 2 (TYP OF 1 KIT PER ANTENNA) - PROPOSED 3'x3'x1/4' ANGLE U-BOLTED TO THE PROPOSED ANTENNA PIPE }LAST' FOR ADDED RIFIDDY EXISTING SNOM'.SHEE WOOD UTILITY POLE PROPOSED 14'-G' 2-7/8' TO 4-1/2' PIPE MAST M OF A -A PLAN VIEW i PROPOM 1`11 t MOUNT ADAPTER DUAL LEVEL (TYP OF 6) — 3 PROPOSSED W54 RING MOUNT AS5 M.Y M OF 2) --�_ PROPOSED 14'-8' LONG 2-7/8' TO 4-1/2- PIPE MAST (TYP OF 3)- EXISTING SNOMISHED PUD WOOD UTILITY POLE e2 PROPOSED MEONANIM TILT J (TYP OF 1 KIT PER ANTEl1Hl1) B-8 PLAN VIEW �—EXISTING SNOMISHED PUD WOOD UTILITY POLE MOUNT ADAPTER DUAL LEVEL (NYP OF B) @ PROPOSED NN RING MOUNT ACSENIS Y (ONLY 3 1 SECTOR SHOWN FOR CLARITY) MP OF 2) !NOTE FOR POLE SIZES 28' TO 42' DIAMETER ORDER SEPARATELY PART II '1-P-42' TO 28' URETER (HIE) 6 4 W Of M v o rn C17/76' NOTE; MOUNT Dt7A1L IS TYPICAL OF EMS PROVDED ANTENNA ATTACHMpNT. REFER TO RADIO PLAN FOR SPECLM ANTENNA INFORMATION. A — �A 1 II I� I II II l� L—A SECTION A —A t=1V 4AIL.VLLJ MIN I L-11INM A 17 x3 SCALE 3/4.: 1'_D L�. 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 STRP•TtiY PROH137M, WEL ANTENNA (TYP) 1= DETAIL 4/A-3.1 . .PE MOUNT (TYP) VALMONT MICROFLECT PART #B1001 OR APPROVED EQUAL RENI MY I PARE NO. PART DESCRIPTION LENGTH UNIT ITT. NET WE 1 3 X-UGLM MIN RING MOUNT WELDMENT 20.820 62.46E 2 6 G58R-14 5/8' GR-2 THREADED ROD 14, 1.21111 7.26E 3 6 G58R-24 5/B' GR-2 THREADED ROD 24' 2.DB# 12.48# Q 12 G5BFW 5/9' FLAT WASHER (F436) 0.036 0.360 O 12 G58LW 5/8' LOCK WASHER 0.02E 0.240 6 12 G58NUT 5/8' HEX NUT (HDG) 0.121 1.44E TOTAL WT. BB.458 NOTES 1). INSERT SCISSOR D"M7S 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. KOM OTY PIN Description 1 1 602355-6 Adaptor, Pole, Lower 02 1 601542-2 Bracket, Downtilt, Pole 3 1 601543-1 Bracket, Oowntllt. Antenna �4 4 571000KH2432SFP 1/2 X 1 Hex Head Bolt Q 4 572GODS15SFP 1/2 Split Washer 6 2 571000HH2O32SFP 5/16 X 1 Hex Head Bolt 7O 2 5120DOS13SFP 5/16 Split Washer " I' -r-,> . DETAIL B J REM QrY I PART NO. PART DESCRIPTION LENGTH UNIT Wr. NET Wr. 1 4 X-214130 BENT PLATE V-CLAMP 12 5/8 in 10.89 43,54 2 24 G.UN 5/8' HOG LOCKWASHER 0.03 0.63 3 24 G5BNUT 5/8' HOG HEAVY 2H HEX NUT 0.13 3.12 4 8 G58R-14 5/8'x14' THREAnm ROD (HDG.) 1.22 9.76 TOTAL WT. # 57,05 �Di — FORM UNIVPOLES 12' O 4 MOUNT FOR POLES 12' TO 45' DID. I (ORDER SEPARATELY) { I I OR II UGLM MINIRING MOUNT FOR POLES 10-1/2' TO 28' DIA. (ORDER SEPARATELY) F �;D-- at&t Your world. PACIFIC TELECOM SERVICES, LLC O W Z � (F1�'yl O tL co 2 O1 ( ¢ Q �-/ J Ln p 3 O } a 3 cam/] 3 a U) � W w O ¢w � 2 n FBI r v REVISIONS N0. DATE DE6CRIPTIDN ed1m A I�Iwn rT>R vca R_hcw kc NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA MOUNT EXTENSION DETAIL SHEAET NUM7BER 1 L— ■ PROPOSED COAX CONFICUI',AT ION AND SCHEDULE SECTOR A AZIMUTH RADCENIER ANTENNAS VENDOR MODEL ELE.CC' TILTm RET 7MA OF NUCOAX COAX • DAX I OIPLF,]�0 GSM am 110E S0'-D' 1 KA17iTL1:1N 742-264 0 0 TBD NONE 1 7/6' 56'-D' YES GB UMTS B50 0 0 TBD NONE 1 7/8' 66'-0' YFS U9_1 UMTS 1900 UMTS 11100-1 0 0 TBD NONE 1 7/8' 6E'-0' 0 0 TOD NONE 1 7J8' 68'-0' LTE 110E 57'-6' 1 KMW - - - 1 0 TBD TTAW-07BP111-001 2 7J8' bB'-0' L7 SECTOR B AZIMUTH RADCENTER ANI R O VENDOR MODEL �'MEETTMA HU MR OF CM 0 � DIPLE%D GSM B50 220E 50'-0' 1 KATHREIN 742-264 0 0 T80 NONE 1 716E 66'--0' YES GB UMTS B50 0 0 TBD NONE 1 ]/6' 66'-O' 7E5 US- uB-U4-1 UMTS 1900 UMTS 1900„.1 0 0 TBD NONE 1 7/8' 68'-p' D D TOD NONE 1 7/8 65'-0' LTE 220E 1 57-6' 1 KMW 0 0 TBD TTAW-07BP1 11 -001 t 2 718E 66'-0' L7 NOTES:USE COAX LU4GTHS __ _ • urniifrll THAT ENG ERAL LNR XRRACTDRR CUT NAG LATEST VERSION OF RFDS. PROPOSED AT&T 6' VERTICAL CONDUR- EXISTING VERTICAL CONDUITS (2) ',-'-'u- EXISTING 52'-0' HIGH PS.E. UTILITY POLE — PROPOSED AT&T ANTENNA MOUNT EXTENSION PER STRUCTURAL BY OTHERS ----------- PROPOSED AT&T TMA'S MOUNTED BELOW ANTENNA (TYP. OF (2). (1) PER SIxTOR)----�- PROPOSIED AT&T LTE PAN0. AHTE}lHAS EXISTING TRANSFORMER C PROPOSED AT&T LTE PANEL ANTENNA INISTINC COAX C:ONHCURATION AND SCHF.DLIL f SECTOR A AZIMUTH RADCENIER ki�NASF VENDOR MODEL E� ��' RET TMA INU of C� �H DIPLEf® GSM B50 110' 50'-0' 1 KATHREIN 742-264 0 0 TBD NONE 1 7/8' 65'-0' YES GB UMTS 650 UMTS low 0 0 TBD NONE 1 7/8' 66-C' YES U8-U9 0 0 TBD NONE 2 7/r 66'-0' SECTOR B 11ZIMUTN RADCENiER NUMBIER o VENDOR MODEL �' E T RET � Nu CMX BER OF COAX 6 LETd[aw ap4m GSM 650 220' 50'-0' 1 KATHREIN 742-264 0 0 TSD NONE 1 7/6 68'-0' YES GB UMIS B50 0 0 TBD NONE 1 7/B' 68'-0' YES U8-U9 UMTS 1900 0 0 16D NONE 2 7/0' 66'-0' EXISTING VM CONDUITS (2) EXISTING 52' P.S.E. UTILITY EXISTING AT&T ANTENNAS TO AND RELOCATE REPLACED WM 24•r36' sGA'=- 1- ` ''�- PROPOSED ANTENNA CONFIGURATION 2 24•r36' sDA:.� T• = r-p• 11'x1r scAlE 1/2' � 1'-0' 1 6 s' 11 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE• ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. ORMER y 'ANEL ANTENNAS AND RELOCATED MRH NEW MOUNT ,NTENNA MOUNT EDat&t Your world. � M PACIFIC TELECOM SERVICES. LLC O a Z r1 p N O O 00 2 01 REVISIONS N0. DA1E DFSCRIPNON Ii7rrIAL A 11T/W/11 Er FOR PCD REVIEW RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS It.In b y rmva y SHEET NUMBER ANTENNA MOUNT ELEVATION , R-F-1 FIBER/DC SCHE ATjc - TO SCALE ?f'xl7' SCALE NOT 0 SCALE Eg_H&H" SPEGIFIG4110NS: TWA TWIN DUAL BAWD AWS MODEL NUMBER: TrAW-079PI 11-001 DIMENSIONS: 9.9'x6.7'x5.4' (250xl B9xl39mrn) WEIGHT <18 16e (8 Kg) 6.7' 5.4, 8 NOTE MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS. MANUFACTURER: ALCATEL—LUCENT MODEL- 9442 RRH 70OMHz-15.5 (Lower Band) HEIGHT: 21' WIDTH: 122' DEPTH: 10.8' WEIGHT: 51 LEIS 7 MOUNTING BRACKETS 3 RIPE 1 PIPE CLAMP SET CPOBK) 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 LOGATIONS HUSI- ABLE TO RECEIVE CLEAR SIGNALS FROM A AONIMUM OF FOUR (4) SATELLTES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS. 11 I MANUFACTURER: ALCATEL—LUCENT MODEL• 9442 RRH AWS HEIGHT: 24.4' WIDTH: 10.6' DEPTH: 6.7' WEIGHT: 43 LES 31 MECHANICAL DOWNDLT BRACKET 11 MANUFACTURER: KMW COMMUNICATIONS MODEL, AM—X—CD-17-65—OOT—RET (96) WEIGHT: 59.5 LBS DIMENSIONS: 11.8' X 5.9' X 96.0' FREQUENCY: REFER TO RF DATA SHEET I1.6 11.8 m ti, m vi m 24P B4P�FS RF CONNECTOR. TYP REMOTE ELECTRICAL DOWNRLT ACTUATOR. TYP MECHANICAL STTECIOF CATIONS: 13pLEX FILTER FOR JN MHI AND Aw5/PCS WITH DC AUTO SENSE MODEL NUMBER CM10D7—D8PXBC DIMENSIONS: 4-92ke16'x3.27' (125x227.5xB3mm) WEGHT 6.516s 3.0 412 1 j 3 O° ooj ER 6 m S= 9 G)at&t Your world. PACIFIC TELECOM SERVICES. LLC p I Z M1 p N a � x O1 (� <a � p 3 3 3 UI p Q L0 x n F� r v Mill. NOT FOR CORSTRUCWN UNLESS m LABELED AS CDNSTRU—.nON SET SHEET TrrLE RF & EQUIPMENT DETAILS SHEET NUMBER 1 R -2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR D15CLOSUFF OMER THAN THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. 4 Q p p p p. p 4 4 Q Q Q D p (< ( 1 Q Q Q p Q p p ap p Q FA 2111•�llr srei F" , = r a THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY d Q p Q Q 0 Q Q 4 p Q Q 4 .p GROUNDING XEYET, NOFFS- �, OAD WELD CM). SEE DETAIL 2/E-2. y 11 LFRL[iY POLE fTIi CW�CNDROUNCXPMO ANTENNA BUSO R�fi. SEE DETAIL NEAR AT �9/E-2 FORS GROUND 9W CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. msrING SUBJECT UTILILI' GROUND SUS BAR AT BASE OF SUBJECT UTILTIY POLE. SEE DETAIL B/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. { j6 AWC ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR [BYP OF 3) SEE DETA4 7/E-2. DUSTING D UTILITY PLEGROU DUND OM MTENNA BUS BAR [TYPOUND OF (2)US BAR PLACES).OSEEEUBJECT DETAIL 7/E-2. AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR JT,'P OF 3) SEE DETAIL 7/E-2. �t #6AW 700MHZ RH OF 3) SEE UNIT GROUND TO ANTENNA GROUND BUS BAR B �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 RiNC. DUSTING #6 AW GROUND TIED INTO EXISTING GROUNDING S( GROUNDING NOTES & LEGEND STRUCTION MAY VARY WE TO, SITE SPECM I, ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION 'Irr *A�►+i..A ;�r*N. 4 4�MW�iwr�ii�- -&a► _ a BASM, FRAMES. CABLE RUNS, AND 07�IER METALLIC COMPONENTS 'TN- OUND WIFMS AND CONNECT TO @s.... SUU,%CE MOUNTED BUS AkRS. FOLLOW ANTENNA AND US p#QUA-►�- - - - QMANUFACTURERS COAX SHIELD AT BOTH ENCIS AND EXIT MM 'foM OF[ POLE USING MFn PRACTICES. 3 ALL GROUND CONNECTIONS SWILL BE CADWELD. ALL WIRES COPPER THIW/THWN, ALL GROUND WRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND_ 4. CONTRACTOR To VERIFY AND TEST GROUND TO SOURCE GROUNDING AND unfa OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE 5. REFER TO MM" 16 GIEKERAL CLECTRIG, GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. S. ELECTRICAL CONTRACTOR TD PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILTPY REPRESENTA IVE PRIOR TO INSTALLATLON OF GROUND[NG SrSTELL p"no DDCUNENT ALL CAOWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS, at&t Your world. PACIFIC TELECOM SERVICES, LLC N a � m x cm < Q C !� Ln 3 �z' 3 3 a rn � w w o LL x n v REVISIONS N0. I ANTE DESCRIPIION INITIAL • +stunt alum FOR PCD RenEw Rc NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUn DN SET .m..�e p �+.i GROUNDNIG ROD NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING SHEET TITLE SCHEMATIC GROUNDING PLAN ® COPPER GROUND ROD ® TEST WELL ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A QLW-iFM FAIL OF ROTENTWL METHOO, SHOULD WDWLIAL UTILIZING THE PERFORM THE TEST. THE REPORT WILL SHOW THE: LOCATION OF THE CADWEID CONNECTION GROUND BAR �� THE �� �E. GRAPHED AKO AIOUTDTo SHOW TTI-E PLTHAN 9 ATEAU. SHEET NUMBER SIDE SPUCE CADWELD 2 POINT GROUND TEST OR 3 PONT' = IES'I WULL NOT BE ACCEPT-D AS ALM*IATNES TO THE AFOK MENTIONED GROUND TESTS. E� TEST SHALL VE PERFOWACD WHILE THE COUNTERPOISE IS ISOLATED SCHEMATIC GROUNDING PLAN 1 FIEF VERIFY & TIE INTO DCLSTING GROUNDING SYSTEM FROM THE A/C SYS75d GRIDS AND D=NG COMMUNICATIONS FACILITY. l ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 15 NOT USED :A - W7 TO SCALE COPPER GROUND BAR ON WALL ICE B=E, FLOOR OR ON ANTENNA TOWIE $6 AWG FROM ANTENNA CABLE GROUND KIT 14 NOT USED CALE: NOT TO SCALE l ff VV -TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH $2 AWG BCW TO {,ROUND CDNDUCTOR SHALL BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE, METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONDPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS, GROUND WIRE [NSTALLATIONr. 8 NOT TD SCALEI rrr Tn c Al V , -113 NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH 'NOOX' OR APPROVED EQUAL GROUND BAR k INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) O NEW 4'x 24•x 1/4' thk COPPER GROUND O BAR. INSTALLED BY GENERAL CONTRACTOR 0000 O 0 0 0 0 0 0 0 0 0 0 0 0 `a 0 000 0 O 0 0 0 0 0 0 0 0 0000 goo 0000 000000CA 24' FIELD VERIFY $2 SCUD BARE TTNNEO COPPER WIRE CADWELD (TYPE -GO — ANTENNA CABLE 12r TO N 1$O' VAX. -. WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT $6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NOTES 1.00 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 KR, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTIONr 24'x.36' SCALE NOT TO SCN E'I UU NOT USED NOT USED ., CADWELD GROUNDING CONN CTIONS 24'x36" SCALE HOT TO SCALE 4 24•x3E' S:JLE HOT TO SCALE J 217 � 6r SG'RL- NOO7 TTOO SSCALE CALE 11'x77' SCALE NOT TO 71'x77' _ NOT TO S THE INFORMATION CONTAJNE13 IN THIS SET OF CONSTRUCTION DOCLWENFS ]5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITE9. o cr L—E l 121 GROUND BARI 9 1 S6' SCALE: NOT TO SCALE �I y� �I /I-, RX2 TXT/RXI WEATHERPROOFING KR (IYP.) COAX JUMPER GROUND KIT (TYPJ (TYP.) CONNECTOR $6 AWG WEATHERPROOFING KIT M.) SEE NOTE 2 LSWTE FROM TOWER HALO ` $2 TO LOWER TOWER BUS BA ANTENNA CABLE Z COPPER ANTENNA GROUND TO BTS EQUIPMENT (TYP.) BAR. WrrH INSULATORS, BONOD DIRECTLY TQ TOP OF MOOPOLE OR POLE O GROUND RING HOO OT 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. CABLE CONNECTION GROUND 5 24'x36' SCALE.-N07 TO SCALE eat&t Your world. PACIFIC TELECOM SERVICES, LLC Z M p 0 a � 0 cn r ^ N Q v J Ln '-n Z < a 3 3 a In Lu w S n v- REVISIONS NO. 1 DATE I DESCRIPRON tlMAL A ISSUED FOR PCD REVIEW n JIV071111 NOT FOR C014SMJMON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER USE r 1 E-2 TO v 111 S Jackson St 2^d Floor Seattle, WA 98104 (206) 342 9000 UTILITY POLES SITES: SS63 ADELAIDE —1216 SW DASH POINT RD- PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS64 LAKOTA — 2629 SW DASH POINT RD - PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS65 DUMAS BAY - V' AVENUE SW AND DASH POINT ROAD — PROPOSAL TO ADD (2) NEW LTE ANTENNAS TO EXISTING UTILITY POLE WITH ANCILLARY EQUIPMENT SS66 DECATUR - 3103121IT PLACE SW — PROPOSAL TO ADD (3) NEW LTE ANTENNAS TO EXISTING UTILTY POLE ALONG WITH ANCILLARY EQUIPMENT The modification will not result in a change in visual impact, and is part of a technology upgrade being performed on AT&T/New Cingular Wireless's network, in order to improve service to its customers and strengthen reliability and capacity in its network. RECEIVED FEB 15 2012 CM OF FEDERAL WAY CDS r SS66 FEDERAL il+V'AY DECATUR 31031 21 ST PLACE SW FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Becky Todd a Rhone; (206) 342-6388 Good rr.ariNetworks 6nicerr d, at&t Viaw A- 1 November 30, 2011 The illustration above is a representation of the proposed project based on information provided by the client Actual construction may vary aepenoem on aPincrvnu N,o„- -, — , __.._ . _. --- .. _ _ - - for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and twits. Whiie every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent. F= r REV,- Prepared by: > JL Pacific Telecom Services, LLC FA] 31 g9 C Airport :ocp MM Costa Mesa, CA 92626-3414 SS66 FEDERAL WAY DECATUR 31031 21 ST PLACE SW FEDERAL WAY, WA 98023 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98082 Becky Todd Phone: (206) 342=6388 1/ie■., -6■ 0 GoodmanNetworks at&t November 30, 2011 The illustration above is a representation of the proposed project based on information provided by the client_ Actuai consuuccron rndy vary —FW—= .� wv--�- V -- -" -"- --- - for any post production design changes. Monotree disclaimer. (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a Iree, and not intended to bean exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effortwill be made to disguise these components, theywill not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent ;=* REV Prepared by: CJL Pacific TeteCom Services, LLC A � 31H C Airport Loup O&ia, Costa Mesa, CA 92&25-3414 1 at&t Your world. Delivered. FEDERAL WAY DECATUR- PROJECT INFORMATION ` PROJECT DESCRIPTION AT&T PROPOSES TO MODIFY b0Si1NG UNST*7E6 TELECOMMUNICATIONS FAGLIIY EPY REMOVING AN EXISTING ANTENNA MOUNT AHD RELOGTING (3� EXISTING ANTENNAS TO A NEW ANIED IA MOUNT EJCCENSION WITH THE ADDITION OF (3) LTE PANEL ANTENNAS, (3) TMA S. PLUS THE ADDITION OF (6) ARM UNITS. (8) DIPLE10EiiS MOUAREO TQ A NEW N-FRAME ALONG WITH (1] LTE EQUIPMENT III MOUNTED WITHIN EICISTING AT&T EOUlPMRNT ROAM LOCATED DETWEEN STORAGE DOORS 1152 AND €149. AP LIP; PROPERLY OWNER: AT&T MOBILITY FEDERAL WAY SELF STORAGE INVESTORS, LLC RTC BUILDING 3 14100 SE 36TH ST. STE 200 16221 NE 72ND WAY BELLEVUE, WA 98006 REDMOND, WA 98052 TOWER OWNER: COOF INFORMATION: PUGET SOUND ENERGY ZONING CLASSIFIGTION: BN 355 110TH AVE NE EST-06E BELLEVUE, WA 98004 BUILDING CODE: 2009 IBC CONTACT: TIM GASSER PH: (425) 456-2776 CONSTRUCTION TYPE: LIB OCCUPANCY: U. S-2 TEAM LEAD: JURISDICTION: CITY OF FEDERAL WAY GOODMAN NETWORKS CURRENT USE: UNMANNED TELECOM FACILITY KIRK ND, W A98 NE KIRKLAND, WA 98033 PROPOSED USE UNMANNED TELECOM FACILITY CONTACT: AARON IMPER PH: (972) 523-8508 NAD 83i: E-MAIL• AIMPERO000DMANNETWORKS.COM xlTE IOC„ rIgN71F1N- (I3A5 0 ON LATTUDE: 47' 19' 25.5" N SITE ACQUISITION LONGITUDE -12T 21' 37.2" W PACIFIC TELECOM SERVICES, LLC TOP OF STRUCTURE AGL• 53'-6' 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 BASE OF STRUCTURE AMSL- 276'-0' CONTACT: BECKY TODD PH: (206) 342-6388 PARDEL NUMBER EST: 1221039088. 1221039087 PERMIMIlGi PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: BECKY TODD PH: (206) 342-6385 CONSTRUCTION_ MANAGER: GOODMAN NETWORKS 0815 122ND AVE NE KIRKLAND, WA 98033 CONTACT: RON EVENSON PH: (214) 326-9773 RF ENGINEER: AT&T MOBILITY CONTACT: AMRTTPAL SINGH PH: (425) 698-8272 GENERAL INFORMATION: 1, PARKING REOVIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT CONSU PROJECT ARCH ffECTPROJECI RIC14ARD B. HALL, AIA CONSULTANT PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR 8815 122NO AVE NE KIRKLAND, WA 98033 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA I SEATTLE, WA 98104 PH: (206) 321-1116 CONTACT: CHRISWCKLANDER PH: (2 6) 909-9454� PH: (425) 4-78-7988 EMAIL CWICKIANDEROPTSWACOM SS66 31031 21ST PLACE SW FEDERAL WAY, WA 98023 DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 475 FT 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI 0.2 MI ROAD NAME CHANCES TO ME LEARY WAY 5.0 MI TILE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 15.0 MI TAKE RAMP WW FOR 1-405 SOUTH TOWARD RENTON 0.1 MI ROAD NAME CHANGES TO WA-518 WEST 7.6 MI TAKE RAMP RICW FOR I-5 SOUTH 1OWARDPORTLAND AT EXIT 147, TAKE RAMP RIGHT AND FOLLOW SSGNS FOR S. 272ND ST. 0.3 MI TURN RIGHT ONTO S 272ND ST 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-509 / PACIFIC HWY S 1.1 MI TURN RIGHT ONTO WA-509 / S DASH POINT RD 2.8 MI 0.2 MI TURN RIGHT ONTO 21 ST WAY SW ARRIVE AT 31031 21ST WAY SW. 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 DRAWING INDEX PROPRIETARY INFORMATION THE WFORMATION CONIAINED IN THIS SET OF CONSTRuc-noN DOCUuEN15 IS PROPRIETARY BY NATURE - ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTRUCTION DRAWINGS SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING EQUIPMENT & ANTENNA PLAN A-3 PROPOSED EQUIPMENT & ANTENNA PLAN A-4 EXISTING & PROPOSED SOUTHEAST ELEVATION A-5 CONSTRUCTION DETAILS A-6 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS ABBREVIATIONS 11-03-11 LEGAL DESCRIPTION FAFMTHAT rI N OF THE WEST 13S FEET OF THE SOUf}BEAST "WIER OF THE WRWM ORRTER OF SECTION 12, 1QIYaW 21 NORM, WM 3 EASE. Tf7E, LYlAIO 501fRiRF'iEllia Y OF COUNTY ROAR NO ON (JAM. ETiCIARL37t ROAD, AS CONVEYED BT OEED RECOROOI LNOER W.." K 9W310) AND NOfBIi OF THE FOUAINING XXI M6ED LK 80GINANG AT A P01IEI ON THE EA5T LINE OF SW +NEST 135 FEET WK CH S 80 FEET SON1I OF THE SAY MARGIN OF SAm COUNTY pOAi>, 1HEitC£ WEST Ai RGHI ANCkf.S 70 5AlD ENT UNE 135 FEET TO TK' ESi U16 +7f SILO 90N}1EAST QUITTER OF THE wmLAST QU46 AND THE 117AA M OF ZIE LINE HEREIN 9ESCRIBED. SRVATE W DIE COUNTY OF F3RG. STATE OF WOTINGTON. EL PARCB PARCEL ED HALF INFERESTIN THE FOIJDYANG OE5I11®m PROPERD': TF& WEST 16f FEET OF THAT FORUION OF ONE SIXai6AS1 QW.RTIIt OF THE AORTTIFAST 0111RTER OF SEC110N 12. TO'MN9Fp 21 NORTN, RJNGE 3 EAST, WAL, LYIHG 90UNIVESTERLY OF COUHTY ROW HQ 9B0 AS CORhYID 8Y DEED RECO(OEU LINGER FYOURKNIG NO- 9wit ANGLES fRW AAPPOMW ON THELISTUHE OF THE WEST 1355 FEERJWNG WEST ATT SAID SUBDIVISION *004 IS 86 FEET SOURT OF THE mLfTENIFSIERLY MARM or SAW COIOY ROW NO. M. TO THE WEST LINE DF STUD OffWAST OLURTBi OF 1TNE NOROE49 0MAIR. SITUATE IN THE COUNTY OF KING. STATE OF WA.SHINGTON. PARCEL C: AN IjMMDED 1WF p FM7 IN THE FOLLO%U DES PROPERTY-6 EAST 135 FEET OF THE WEST X0 FM Of WT KMTO OF THE sRHFost QL4t4TEH OF THE ORacAAST MWM OF SECI)ON IZ SOL WWN91P 21 NORRI RANGE 3 F.A.ST, WA. LYING S{mCAS RILY OF awft ROAD NO, 960 (ERCIDNOQE RAN➢, 21ST PLALE SO nww AS CON►EYED BY DEED MOORDFD IRM RELOROINO NO. SITW14 SifWTE IH TK =MFY OF (ONO, STATE OF WAyONGION.] PARCEL I>• AN !RlLMM NALF XMIEST IN THE FOIJ_OYRNG DESPOE➢ PROPERTY: 11LAT PORTION OF RE SOUllw QUARTER OF NNE NOR IOU QUARTER OF SECTION 12, TOWNS}kP 21 NORDL RANGE 3 EAST WA.' LYNO =0'HA£Ta EFLY OF S.a1WM ROAD NO. 0!0 (21ST AVENUE SONiPNEST AS 07N4M 8Y DEED REGORGED UNDER RECORDING NO, 9603IO;) ENQEPT TK WESTERLY 3W FEE[ THEREOF; SITUATED IN TIE COUNrf OF NINC, SATED OF WASHAGFON A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PROM PLYWOOD PROJECT AGL ABOVE GROUND LEVEL MR FIT HOUR HEIGHT PROP PROPERTY APPROX APPROXOWTELT HI HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION RED AM REQUIRED ROOM BLK BLOCKING AIR CONDITIONING SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SPEC SIMILAR SPECISCATION CUR CUR CLEAR CLEARRETE IN INFO INCH INFORMATION SF SQUARE FD07 CONIC CONCTRUCI'70N INSUL INSULATION SS STAINLESS STEEL STEEL CONT CONTINUOUS INT IBC INTERIOR INTERNATIONAL STL STRUCT STRUCTURAL DEL DOU F BUILDING CODE STD SUSP STUD SUSPENDED DIN DIAMETER LBS POUNDS DIAG ON DIAGONAL DOWN MAX MAXIMUM THRU THROUGH DEf DETAIL MECH MECHANICAL TNNG TMP TINNED TYPICAL DWG DRAWING MTL METAL MFR MGR MANUFACTURE MANAGER UNO UNLESS NOTED OTHERWISE EA ELLy EAr.H ELEVATION MIN MISC MNIMUM MISCELLANEOUS VENT VERTICAL ELEC ELECTRICAL ROUGH OPENING VIF VERIFY IN FIELD EQ EQUAL RO EQUIP EXT EQUIPMENT EXTERIOR NA NOT APPLICABLE W/ WITH NIC NOT IN CONTRACT W/O WTIHOUT FIN FINISH NITS NOT TO SCALE WP WATER PROOF FLUOR FLOURESCEKT OC ON CENTER FUR Fr FLOOR FOOT OD OUTSIDE DIAMETER GA GAUGE GALV GALVANISED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD 6§at&t Yourwodd. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 r I fall NO Uj U V) N � a M W O 0 N1 W W F^^�1 1� REVISIONS NO. DATE OEiCRIP1ION Nli4L A tDY3N1A i=M11O FOR PCD REVIEW TB a 'I1103111 1541ED i FIA COISIRICIAII Ro' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TIME SHEET SHEET NUMBER T-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL NOTES: 1, THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY 6E DISCOVERED IN PLANS. DOCUMENTS, NOTES. OR 5PECIPICAMONS 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 FAWLIARIZE THEMSELVES WITH ALL CONormisiS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TD THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL NSIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL HE ACCOMPu5HED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS. OMISSIONS, OR DISCREPAN= SHALL BE DRAUGHT 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 ARCHRECTS/ENCINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CQNVRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BEDDING THE JUB 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 ARCHRECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR To SUBMISSION OF CONTRACTWS PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR STALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT 70 BE SCALES] UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS HOT 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 ORAWIPM AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. B. 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 UCENSE(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 WVNUFACTURER'S/VMOOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT TWO MATERIALS INSTALLED SHALL !E IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND GRDUXANCES. CONTRACTOR SHALL COVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNEGPAL 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, ADDERMk AND CHANCE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSInCDON 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 STBUCTLIRAL 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 HMS THE RESP'DNSIBILTT'Y OF LOCATING ALL EXISTING UTILITIES WHETHER OR N07 SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE ACREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SFIALL BEAR THE EXPENSES OF REPAIR ANO/CR REPLACEMENT OF UTILITIES OR OTHER 13RDPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT UMIT 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 GO IERNUIG AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS. AND RIAMHES USED THROL04OUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REOLRREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHA L HE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS HOT 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 YQ BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DEStGFIATEO TO BE ABANDONED STLVJ. 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 USTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICL41S 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-A1080 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 TIRE-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 EXI6'RNG DAPNDV£MENTS, EASEMENTS, PAVING, CURSING, EEC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTIOR ON OR ABDUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. AND RUBBISH. CONTRACTOR SHILL 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 F[MRW4 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 ek[FiNG CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIMEO OF ANY E74RORS. 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 00 SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL MOTES AND STANDARD OETMLS 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 13Y 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 RESPONSiBILTTY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTIONI CALL BEFORE YOU DIGI 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 REDUNED CONSTRUCTION SET. 45. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (RECLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE RECLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. CE14MRAL CONTRACTOR IS TO COORDNATE ALL POWER IH5TALLATIOH WITH POWER CUM. AS REOUiRED• CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTIONjETRR TO NETWORK CAIER REPRESENTATIVE. PROJECT CONSTRUCTIONMANAGER AND ARCHITECT. So. ANY SUBsTrruT NS OF 1MTEP4ALS AND/OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK WRIER CONSTRUCTION MANAGER. 51, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER AAATERA_Sk DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT. UNLESS NOSED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR, (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAKKNANCE AGREEMENT FOR ALL WORK DONE, COSMNED BY THE GENITAL CONTRACTOR, TO MAINTAIN THE NO IN A WATERTIGHT COWITION 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 AIL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53, THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS ANC/CR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TONS NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE NEW SHALL NOT IHCLUCE 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 UNDERGRWHG CONDUITS (140 PVC) PER S.C.E. WORKORDER. RACKFILL 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. So. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION. AND TO MODIFY WWAININC IRRIGATION LINES TO OPERATING CONDITON, PROVIDING FULL COVERAGE TO NAPA.CTED 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 COORINNA.TE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION. PATCH, REPAIR OR ANY AUGMENTATION TD THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENEIRATTON OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 52_ IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (&4RGLIDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FAMI :ATOR TO ENSURE THHAT THE FINAL FRP SHROUD IS SDIULATING (IN APPEARANCE) "GRATED 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 PRONGED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED TN PHOPIMMUEATTON. SHOP ORAWINCS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR. CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. G3. IN THE CASE OF ROOFTOP SOLUDONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITDNG BE) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED OESHGN CHANCE IN THE EXISTING BUILDING IS -BUILT DRAWARG SET, -FLAYING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (HNCLUOEO 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 GOWNS (WHERE APPUCASM. PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PRDJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LDCXING TIES MODEL NO, MLT46-CP UNDER SERIES-304 (OR EQLLQ' PANOUIT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. YM1� BOL-s i x ) GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE - - - CENTERUNE PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT -E- ELECTRICAL CONDUIT A COAXIAL CABLE -O/H- OVERHEAD SERVICE CONDUCTORS 9 GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE E3f1�1E�1uIn EARTH v o o v GRAVEL Y PLYWOOD SAND ® WOOD CONTINUOUS I-� WOOD BLOCKING STEEL (N) NEW (E) DUSTING Q NEW ANTENNA EXISTING ANTENNA ® GROUND ROD rr GROUND BUS BAR • MECHANICAL GRND. CONN. ■ CADWELD 0 GROUND ACCESS WELL �H ELECTRIC BOX QT TELEPHONE BOX 0 LIGHT POLE O FND. MONUMENT SPOT ELEVATION ® SET POINT Q REVISION eat&t Your world. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RIC B. BALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 � TV� � NO D U a Q N 3 J IM Of O � l M W Wn I� I� REVISIONS N0. DATE DESCRIPTION DMITAL A iV.S?l11 ISSUED FOR PCD REVIEW TB 0 1INEfY11 GRAB TVA RIX 0M a' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER �-1 THE UrORMATION 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 PROHIBITEC. 0 ZEXISTrNG STORAGE vNn7 \ 1 2 -4 E105BNG STORAGE UNITS 1 \ , EGEND _ PROPOSED AT&T LTC PNTENNAS/AWUNE — — SUBJECT BOUNDARY LINE AND MOUNTING HARDWARE TO BE PAINTED — _ — _ — _ — _ — RIGHT-OF-WAY CENTERLINE TO MATCH EXISTMG SITE CONOTTWHS. RIGHT-OF-WAY LINE ------------- ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP— ONP OVERHEAD POWER LINE — UGP— UGP— UGP— BURIED POWER LINE BURIED GAS LINE DKr— OKr OVERHEAD TELEPHONE LINE — UGT— UGT— UGT— BURIED TELEPHONE LINE —W —W —W —W — BURIED WATER LINE —SSss—ss— BURIED SANITARY SEWER —SD—M—SD— BURIED STORM DRAIN DITCH LINE/FLOW LINE AT&T PROPOSES TO MODIFY EXISTING UNSfAFFED ---- ROCK RETAINING WALL TELECOMMUNICATIONS FA:XLITT ETY REMOVING AN EXISTING ANTENNA VEGETATION LINE MOUNT AND RELDCATING (3) EXISTING ANTENNAS TO A NEW ANTENNA MOUNT erraISION WMI TKE ADDITION OF (3j LTE PANEL ANTENNAS, — x — X — X — X — x — CHAIN LINK FENCE 13] TMA S PLUS THE ADDITION OF (5) RRH UNITS. (G) DipixxEm M TO A NEW H-FRAYE ALONG WITH 1[) LTE EQUIPMENT RACK WOOD FENCE MOUNTED WITHIN E3DSTING AT&T EQUIPMENT ROOM LOCATED BETWEEN — x — x — x — x — x — BARBED WIRE/WIRE FENCE STORAGE DOORS 1152 AND /fig TRANSFORMER -9- FIRE HYDRANT TS LIGHT STANDARD N GATE VALVE © POWER VAULT B3 WATER METER ® UTILITY BOX Q FIRE STAND PIPE ff UTILITY POLE ❑ CATCH BASIN, TYPE I E= POLE GUY WIRE CATCH BASIN, TYPE II M GAS VALVE SIGN EXXISTING• AT&T VEHICULAR ACCESS AND PARKING VIA EXISTING ASPHALT DRIVE (CALL AHEAD TO PAIRP.EL NUYNER: 13 GAS METER ° BOLLARD 1221039008, 12210390/17 TELEPHONE VAULT o MAIL BOX COORDINATE W/ STORAGE FACILITY OWNER) D TELEPHONE RISER 234.21 SPOT ELEVATION PARCEL A. THAT PORTION OF THE WEST 135 FEET OF THE SOUTHEAST OVARTER OF THE NORTHEAST QUARTER OF SECTION 12, GEX NORTH.TOWNSHIP 21 3OGJ UNOR ROAD. AS CONVEYED BY DEEDRERDED UNDER RECORDINGNNO. 9B0310)AND TH OF THE FOLLOWING \ DESCRIBED LINE; \ \ BEGINMNG AT A POINT ON THE EAST UNE OF SAID WEST 135 FEET WHICH TS SO FEET SOUTH OF THE SOUTHWESTERLY MARGIN OF SAID COUNTY ROAD; THENCE WEST AT RIGHT ANGLES TO S D EAST LINE 135 FEET TO OF SOUTHEAST QUARTER OF THE NORTHEAST QUARrM AND THE TERWNUS OF THE LINE HEREIN \� THE EST LINE SAID DESCRIBED. DESCRISITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ` \ \ PARCEL B: AN UNDIVIDED HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: THE SOUTHEAST QUARTER OF THE WRTHEAST QUARTER OF SECTION 12. THE WEST 165 FEET OF THAT PORTION OF EAST, W.M.. LYING S'OU"VE.STERLY OF COUNTY ROAD NO. 960 AS CONVEYED BY TOWNSHIP 21 NORTH, RANGE 3 !!! DEED RECORDED UNDER RECORDING NO. 9303TO: EXCEPT THAT PORTION LYING NORTH OF A LIME RUNMNG WEST AT RIGHT ANGLES FROM A POINT ON THE FAST LINE OF THE WEST 135 FEET OF SAID SUBDIVISION WHICH IS 60 FEEr SOUTH OF THE SOUTHWESTERLY MARGIN OF SAID COUNTY ROAD N0. 96D. TO THE WEST LINE OF SW SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: h• ` ♦ ` AN UNDIVIDED HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: \ , THE EAST 135 FEET OF THE WEST 300 FEET OF THAT PORTION OF THE SOUTHEAST QUARTE>! OF THE NORTHEAST GUARrE12 OF 55CWN 12, TOWNSHIP 21 NORTH, RANGE 3 CAST, W.M., L'VNO SOUTHEASTERLY OF COUNTY ROAD NO. 9SO (ERCHVGER ROAD. 21ST PLACE SOUTHWEST AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. EXISTING SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.] BUILDING PARCEL O. \ \ ` AN UNDMDED HALF INTEREST IN THE FOLLOWING DESCRIED PROPERTY: THAT POR[ION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH. RANGE 3 EAST W.M.• LYING SOUTHWESTERLY OF COUNT' ROW NO. 930 (21ST AVENUE SOUTHWEST AS CCNVE1=D \ BY DEED RECORDED TINDER RECORDING NO, 980310;) EXCEPT THE WESTERLY 300 FEET THEREOF; SITUATED IN THE COUNTY OF KING, SATED OF WASHINGTON VICINITY MAP TAX LOT N0. 1221039088 TAX LOT NO. 1221039067 TAX LOT N0. ` \ 1221039025 GAF yY 9j BQ PROPERTY LINE NBO-55-44-W 817.30' 24'x36: SCALE 1" 40•--0" 11:x17' SCALE: 1" = 130'-0' i 40' THE INFORMATION CONrALNFO IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTNER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHISITEO SITE PLAN I 1 at&t Your world. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 \J in 0 wrn U J, N 3 N l Q r! W O � 1.7 W W I� W REVISIONS NO. DATE DESCRIP9ON UlTrAL A 10/31/11 ISSUED FOR PCD REVIEW M 0 11/03/11 GRID FM rIPL _W- NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SffE PLAN SHEET NU A-1MBER EXISTING AT&T (8) VERTICAL CONDUITS AT EXISTING UTILrFY EXISTING AT&T PAD EXISTING AT&T FIBER EXISTING AT&T FIBER EXISTING AT&T SBU EXISTING AT&T PPC EXISTING AT&T A/C EXISTING AT&T UMTE EXISTING 3'-0' WIDE HOLLOW METAL DOD EXISTING AT&T TELC EXISTING (2) AC UN EXISTING AT&T DISTF 2c'a36' SCAL: 3/t' = 1'-0' 11'x17' SCALE: 3/8' = 1'-0' THE 1NFuRMAT ION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROr RIE--ARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERtiiCE5 IS STRICTLY PROHIBITED. ERHEAD POWER LINE GE OF SIDEWALK &T PANEL ANTENNA TO D AND RREiOCATIM 3'-6' HIGH E r&T ANTENNA MOUNT m VERHEAD TELCO LINE VERHEAD POWER LINE T&T UNDERGROUND COAXIAL IDUTTS TO ANTENNAS T&T DOG HOUSE T&T UTILITY RACK OAJX CABLE TOTAL REE 4T&T GPS ANTENNA AT EXISTING H—FRAME AT&T (2) GSM CABINETS S REMOVED EXISTING EQUIPMENT & ANTENNA PLAN I 1 Opat&t Your world. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT %"Fi1cI4aEWV HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 U r 1 (3/l O T U X~il Q Q W O � Lo I+) W W^ F� REVISIONS NO. DATE 1 DESCRIPTION INITIAL A 1q A5;11 ISSUED FOL PCD REVIEW TB 0 11/65�11 6A� IW EwL 076:RJC19M BW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHE TITLE EXISTING EQUIPMENT & ANTENNA PLAN SHEET NUMBER A-2 B PROPOSED AT&T LTE ANTENNA F- (TYP. OF 3. 1 PER EXISTING AT&T (B) V AT EXISTING UTILITY EXISTING AT&T PAD EXISTING AT&T FIBER FNOTE:.SED AT&T LTE ANTENNAS/M OUNTINGHARDWARE TO BE TCH EXISTING SITE CONDOTC EXISTING AT&T FIBER EXISTING AT&T BBU EXISTING AT&T PPC EXISTING AT&T A/C EXISTING AT&T UMTS EXISTING 3'-0" WIDE HOLLOW METAL D001 PROPOSED AT&T (6) CABLES ROUTED ON INTERIOR CABLE TRA EXISTING (2) AC UNI EXISTING AT&T TELC( PROPOSED LTE 1 u'UI. MOUNTED ON PROPC PROPOSED AT&T (2) FIBER RUN ROUTED INTERIOR CABLE TRA CALE: S 24'x36• 3/4• _ ,•-D- 11'x17' SCALE 3/8' THE INFORMATION CANTAINED IN TWS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCL05URE OTHER THAN THAT WHICH RELATES TO CARRIER 5EAMCES IS STRICTLY PROHIBITED RHEAD POWER LINE ;E OF SIDEWALK T&T LTE ANTENNA 66 1 PER SECTOR) F- EXISTING AT&T PANEL TOTAL. (1) PER SECTOR -6' HIGH IT&T ANTENNA MOUNfr'�--7 ]AW ANTENNA F_ 1 PER SECTOR) ERHEAD TELCO LINE \T&T LTE ANTENNA 6 1 PER SECTOR) F_ ERHEAD POWER LINE IT- 116,-50 COAX CABLES HIN EXN0 (1.G. CONDUITS &T UNDERGROUND COAXIAL )UITS TO ANTENNAS &T DOG HOUSE '&T UTILITY RACK AT&T WS ANTENNA e T PDQFW H-FRAME ZEE DAX CABLE TOTAL (3) PORT WAYEG UIDE I'. EW5TIN6 r&T GPS ANTENNA \T EXISTING H-FRAME T&T (2) GSM CABINETS REMOVED AT&T 70OMHZ RRH UNIT 3 4 ,OUNEED AT PROPOSED -S (IYP. OF 3. 1 PER SECTOR) AT&T DIPLDOM STACKED 3 1 AT PROPOSED H—FRAME 6. 2 PER SECTOR) AT&T AWS RRH UNR 3 3 4OUNTED AT PROPOSED 5 CM. OF 3. 1 PER SECTOR) PROPOSED EQUIPMENT & ANTENNA PLAN I 1 eat&t Your world. rr PACIFIC TELECOM SERVICES. LLC 882$ REGISTERED %- ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 w M 14 N O co W U 0- 3 un N � Q M W O p W tL w w REVISIONS NO. DATE I DESCRIPRON INRIAL A !ep ISSUED MR PX:D MIEW T6 D Ny/l 6RiY fGrr rlrc (A'CD7w 6W NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED EQUIPMENT & ANTENNA PLAN SHEET NUMBER A —3 NOTE PROPOSED AT&T LTE ANTENNAS/MO- -AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING SITE CONDRIONS. 1 I LJ 24•x36• SCALE: 1/0• - 1'-0• PROPOSED SOLITHEAST ELEVATION 2, aa•x3I SCALE: 1/1 1 = r-O• 11'x17' SCALE- 1/16• - 1'-0• 8 6 4 2 q" 8' 11•x17• SCALE: 1116' 1'-0- THE INEOTWATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN -HA1 WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 1 I i LJ EXISTING SOUTHEAST ELEVATION I 1 at&t Your world. PACIFIC TELECOM SERVICES, LLC B828 REGISTERED ARCHITECT vRICAZWEB. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 C/] M U- REVISIONS ND, DATE DESCRIPTION INITIALA 14/71�11 ,SUEFOR PCD REVIEW 7B Djjj�Wllj LSIhD RM FII/L CMER M BW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE F-NG & PROPOSED SOUTHEAST ELEVATION SHEET NUMBER A-4 RRH MOUNTED TO UNISTRUT PER MANUFACTURER, TYP — 700MHz RRH (TYP OF 3 DIPLEXER (TYP OF 5)- 1 5/8"X1 S/6" S.S. UNISTRUT MOUNTED TO BAXUN15TRUT LE BACKED OISTR18UrED ON WALL TO µLOW FOR EXLSTING CONDUrr TO PASS BY— AWS RRH (TYP OF 3)— NOT USED-7-12 12Sy17p" � ;407_Cr TO SSG 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 S-ICILY PROHIBITED 70OMHz RRH (TYP OF 3) pogp P� P�•�N�RTER U �G,QG � SERGE GAP 6� A�IJISS0 cAp�[1I6 e0 FST�RE 4,-6' i 5/8-11 5/8" S.S. UNTSTRUI MOUNTED TO BACKED LE UNISTRUT C ED DISTRIBUTED ON WALL TO ALLOW FOR EXISTING CONDUIT TO PASS BY DIPMER (TYP OF 6) RRH MOUNTED TO AiiUNISTRUT PER f MANUFACTURER, TYP AWS RRH (TYP OF 3) U TOP CONNECTION IS NOT REQUIRED WHERE TOTAL EQUIPMENT WEIGHT IS LESS THAN 8O0 LOS DC POWER [EMPTY] DC/DC CONVERTER �— SEE DETAIL 4, THIS SHEET RAYCAP SURGE RAYCAP DC-48-60—RM ALU/BBU (9926) SEE DETAIL 2, THIS SHEET FIBER CABLE ENCLOSURE — SEE DETAIL 3, THIS SHEET FUTURE ALU/BBU TELCO CABINET AYOUr STANDARD 19'/23" INDOOR RACK (VERIFY) 1/2' 014 HILTI KINK BOLT TZ W/ 2" MIN. ELSBED INTO CGNCRETE ROGF/FLOOR. USE 1/2"DTA X 6" LONG LAG CREWS INTO WOOD µAl2E: WID ATLANTIC PRODUCTS INC- ROOF/FLOOR MEMBERS/BLOCKING µO➢EL: RL10-45 HEIGHT: 84.00' at&t Your world. DaTEvered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT v ' RIC S. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE 3 LICENSE:08/20/13 U w �o W m Q/ U V) N J a �w 00 M W w ICI REVISIONS 0. 1 DATE DESCRIPTION INITIAL A 10INI11 ISSUED FOR PCD REVIEW TB 0 7,jFW11 !>eGl RK W& O1IRS'D7M BW NOT FOR CONSTRUCTION UNLESS LABELED AS COMMuCTION SEr TOP WIDTH: 5.50 FRONT WIDTH: E%TER[OR 19,62" INTERIOR 17.79' SHEET TITLE SIDE WIDTH: 3.00 CONSTRUCTION DETAILS LEG WIDTH: 6.00" EA. SIDE WEIGHT: 40 USS k!M CAPAC[TY: 16W LBS SHEET NUMBER NEW INDOOR RACK CONFIGURATION A-5 24"1c36" SCALE, NOT TO SCALE 11"x17" SCALE:_Itat TO NOT USED NOT USED 14 GALE ROT m SCALE 1J i 2a;xse; sc,> NE ?o s9s. NOT USED NOT USED CALE: NOT TO SCALE 11 2a"xis" scALE: NOT TO SCALE 10 CALL, NOT TO SCALE 7 ' 7 Y SCALE NOT TO SCALE #66BFROM NTTENNA !� COFFER GROUND BAR ON WALL. ICE � BRIOCE. FLOOR OR ON ANTENNA TOWER NOTE: EXISTING ISOLATORS SHALL BE REMOVED WHEN GROUND BARIS CTR CALLY TO METAL V O O O O "0 HOLE LUG, USED WITH #2 AWTOGROUND CONDUCTOR SHALL O�REXOTHERMIC WELDE BUILDING SERVICEND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE, METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION !ALL NOT TO SCALE g 2a;x3B; SCALE: HOT TO SC?�L.E I // kl(-ULYT NOTE COAT ALL MECHANICAL CONNECTIONS WITH 'NOOX' OR APPROVED EQUAL NOTE: UNDER CONDITIONS O WHEN GROUNDING IS ELECTRICALLY BONDED DIRECTLY 13 NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4'x 24"x 1/4' thk COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR TO METAL TOWER/MONOPOLE STRUCTURE, BASE OF TOWER 0000 O O 0 0 0 0 0 0 O 0000 BUS BARS SHALL BE REMOVED W/ (2) 16 AWS GROUND LEADS a 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 BEING CAD WELDED DIRECTLY TO THE AND TO BURIEDWER GRO ND RING 0 0 0 0 0 0 0 0 0 0 0 WITHIN UNDERGROUND TRENCH _] 00 - 24' FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) - ANTENNA CABLE T24' N o 120' i1AX. WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR Nff[Z5 1. DD 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. CABLE GROUND KIT CONNECTION 24'x36' SCALE- NOT TO SCALEII vv NOT USED NOT USED 3 24 x37; SCALE_1i0i l� SCAL£ 4 24't36' SCALE NOT TO SCALD 77' 77' SCALE: T TO :!IE INFORNA710N 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. 2 NOT USED ;ALE; NOT TO SCALE�� 11GG 11Lo OMR NOT TO SCALE 7 KIT (TYP.) COAX JUMPERGROUND KIT (TYP.) CONNECTOR#6 AWG WEATHERPROOFING tTl:l/RXlNWEATHERPROOFING KIT (TYP-) SEE NOTISOLATE FROM TOWER HALO .// #2 TO LOWER TOWER BUS BAR ANTENNA CABLECOPPER ANTENNA GROUND TO BTS EQUIPMENTBAR. WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING 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 CONNECTIONI c 74'e.36' SCALE. NOT TO SCALE J °r� T USED CALF: NOT To SCALE ,., at&t Your wort d. PACIFIC TELECOM SERVICES, LLC 8828 1 REGISTERED %.1 1 ARCHITECT l9-C HALL SIC B. STATE OF WASHINGTON EXPIRATION DATE OF THE 08/20/13 �LICENSE: I� U '^WJ cc In F� m U m N J Q M W O � M U- Q/� f'W`1 Fyl REVISIONS HO. OAr DESCRIPTION INTILIL A 1oj31/1 ISSUED FOR PM RCALW 76 0 II"I[ eM WR TN/L COMMIICIgI SR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 TOP Or r•RCPOSED PROPOSED LTE PANEL ANTENNA (TYP OF 3)- B BOTTOM OF PROPOSED LTE ANTENNA _ TOP OF EXISRNG PANEL ANTENNA EXISTING PANEL ANTENNA RELOCATED TO PROPOSED ANTENNA MOUNT (TYP OF 3)— BOTTOM OF EXISTING lk PANEL ANTEtINA _ PROPOSED 14'-6" LONG 2-7/8" TO 4-1/2- PIPE MAST (TYP OF 3)- B PROPOSED 3'c3'x1/4' ANGLE U-BOLTED TO THE PROPOSED ANTENNA PIPE MASTS FOR ADDED RIF1017Y (TYP OF 3) PROPOSED TWIN TNA MOUNTED ON ANTENNA PIPE MOUNT BEHIND PROPOSED LTE ANTENNA (TYP OF 3) PROPOSED MECHANICAL TILT 2 (" OF 1 KIT PER ANTENNA) PROPOSED 3'tYx1/4' ANGLE U-BOLTED TO 7HE PROPOSER AHTfiiH11 PIPE MASTS FOR ADDED RIFIDRY (M OF 3)--, EXISTING SNOMISHED PUD WOOD UTILITY POLE — PROPOSED 14'-6' LONG 2-7/8' TO 4-1/2- PIPE MAST (TYP OF 3) - A —A PLAN VIEW PROPOSED FLUSH MOUNT ADAPTER DUAL LEVEL (TYP OF 6) — �1 PROPOSED MINI RING MOUNT ASSEMBLY (TYP OF 2) �1 NOTE FOR POLE SIZES 28' TO 42' DIAMETER ORDER SEPARATELY PART # 'LP-42' TO 28" METER (KEI-) 6 All* rn e11/16- (REF) NOTE: MOUNT DETAIL IS TYPICAL OF EMS PROVIDED ANTENNA ATTACHMENT. REFER TO RA610 PLAN FOR SPECIFIC ANTENNA INFORMATION. PROPOSED 14'-6" L73) 2-7/8' TO 4-1/2'PIPE MAST (TYP OF 3 2 EXISTING SNOMISHEDWOOD LRTLITY POLE<'Ij PROPOSED MECHANI(TYP OF 1 KIT PER AA 8-8PLAN VIEW EkISDNG SNOM{SHED PUD " �W000 UTILITY POLE DETAIL A \NEL ANTENNA (TYP) =E DETAIL 4/A-3.1 PE MOUNT (TYP) YALA[ONT MICROFLECT PART #B1001 OR APPROVED EQUAL ITEM QTY PARE N0. PART DESCRIPTION LENGTH UNIT WI. NET Y?. 1 3 X-UGLM MINI RING MOUNT WELDMENT 20.82# 62.46# 6 G58R-14 5/0' GR-2 THREADED ROD 14' 1.21# 7.26# Q 6 G58R-24 5/8' GR-2 THREADED ROD 24" 2.080 12.48# ® 12 GSBFW 5/8' FLAT WASHER (F436) 0.03# 0.361 O5 12 G58LW 5/B" LOCK WASHER 0.02# 0.24# 6 12 G58NU-r 5/8" HEX NUT (HDG) 0,12# TOTAL Wr. 1.44# 88.45# NOTES 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACW. 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 8em OTY PN Drariptlon ,) 1 602355-6 Adaptor, Pale, Lower 2) 1 601542-2 Bracket, Downtilt, Pole O 1 601543-1 Bracket, Downtllt, Antenna n4 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt Q 4 5720ODS15SFP 1/2 Split Washer 2 571000HH2O32SFP 5/16 X 1 Hex Head Bait 2 572000S13SFP 5/16 SPR Washer PROPOSED FLUSH , MOUNT ADAPTER DUAL LEVEL (1YP OF 6) 1 II II � II 12� PROPOSED MINI RING 11 I MOUNT ASSEMBLY (ONLY I 1 I� X3 / / 1 SECTOR SHOWN FOR f[f[f[ ELEVATION CLARITY) � (Tof z) 1 DETAIL B SECTION A —A wnI I..a ,' THAN THAT WHICH RELATES TO CARRIER SERVICE5 IS STRICTLY PROHIBITED 2a ry17 Vic: 1 i'x17 SCALE: 1/2' I 2 DELI OTY PART NO. PART DESCRIPTION LENGTH UNIT Wr. NET Wr. 1 4 X-214130 BENT PLATE V-CLAMP 12 5/8 in 1 10.89 43.54 O2 24 G58LW 5/B- HDG LOCKWASHER 0.03 0.63 Q 24 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 3.12 ® B G58R-14 5/8'x14" THREADED ROD (HDG.) 1.22 9.76 TOTAL WT. # 57.05 I r LWRM UNIVERSAL RING MOUNT FOR POLES 12' TO 45" DIA (ORDER SEPARATELY) II OR UGLM MINIRING MOUNT FOR POLES 10-1/2" TO 28' DIA. — � (ORDER SEPARATELY) B _LAIC at&t Your world - PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICF4B'B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 \J V I'w`J (3: O 1� m LU CD. Q 3 Q/ V } V)3 N J 7 W 00 r1 W LL I'w`J 1�1 rwrr ICI REVISIONS NO, I DATE j DESCRIPnON INZA A 1013111P L5suEO FOR PCD REVIEW TB 0 u/0.1.N1 mTIFn FDR FNM. LVI6TRUC�NA Yw NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-6 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNt5 VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMB OF COAX 0 LENS DIPLEXEO OSM B50 140' 49'-0' 1 ANDREW �' -R2M 6 0' 1- YES NONE 2 1-5/B' 71'-0' 75'-C' � (GB,G9, UB & U9) GSM 1850 0' 1' YES LGP 21403 2 UMIS rBaO UMTS 1900 4' 1' YES NONE 2 1-5/8' _ 75'-0 75'-0' 0' 1' YES LGP 21401 2 LTE 700 120- 57•-0' 1 KMW W-X-CD-17 0' V YES - 2 1-5/8' 75'-0' - SECTOR BETA AZIMUTH RADCEPlTER NUMBER ANTENNAS VENDOR MODF1 ELET. TILT n�' RET TMA NUMBER OF COAX I �� IDIPLFJCm GSM rB50 230' 49'-0' 1 ANDREW XR2 O• 1• YES NONE 2 7/8• 73'-0' Y6 (GB,G9, 1JB & U9) GSM 1850 0' 1' YES LGP 21403 2 1-5/B' 76•-0' UMIS 850 UMTS 1900 6' 1' YES NONE 2 t-s/e' 76'-0' 76'-0" 2' 1' YES LGP 21401 2 LTE 700 SECTOR GAMMA 23(' AZIMUTH 57'-0• RADCENTERANTEN 1 NUMBER OF NAS KMW VENDOR M-X-CD-I MODEL 11' FiEC. TILT O' MECH. TILT YES REf - TMA 2 NUMBER OF CDAx 1-5/8' COAX • 76'-0' COAX LENGTH - OEPi EDTfO GSM 850 50' 49'-0' 1 ANDREW BXMN--EX 0' 1' YES NONE 2 7/8" 69,-0, YES (GB,G9, TUB & U9) GSM 1900 0' 1' YES LGP 21403 2 1-5/8' 77'-0' UMTS EI50 UMTS 1900 4' 1• YES NONE 2 1-5/8' 77'--0' 77'-0- 0' 1' YES LGP 21401 2 LTE 700 350' 57'-0' 1 KMW JJ-X-CD--17- 2- 0' YES - 2 1 1-5/B' 77'-0• - NOTES: gkMUSE COW[ LE47THS FOR CUT LENGTHS: OMMATES ONLY • THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS PROPOSED AT&T ANTENNA MOUNT ry S —PROPOSED AT&T LTE PROPOSED AT&T TMA'S '�'�. ") ANTENNA (GAMMA SECTOR) MOUNTED BELOW ANTENNA PROPOSED AT&T TMA'S PROPOSED AT&T LTE MOUNTED BELOW ANTENNA ANTENNA (BETA SECTOR) cX;c; INO 53'-6' WOOD UTILITY POLE EXISTING AT&T (8) PROPOSED TN VERTICAL CONOUITS AT BELOW MOUNTED BEELOW ANTENNA EXISTING UTILITY RELOCATE ANTENNA EXISTING VERTICAL EXISTING r PROPOSED AT&T LTE ANTENNA (ALPHA SECTOR) s a� PROPOSED AT&T JE ibMalJi O RELOCATED EXISTING AT&T ANTENNA (GAMMA SECTOR) EXISTING 53'-6' WOOD UTILITY POLE RELOCATED EXISTING AT&T ANTENNA (ALPHA SECTOR) MSTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR ALPHA AZJMUTH RADCENTER AANTENNNBERAS VENDOR MODEL GSM 850 p�1� 140' 49'-0' 1 ANDREW -R2M UMTS 1900 SECTOR BETA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL. GSM 850 230' 49'-0• 1 ANDREW -R2M �19 r�00 UMTS 1900 SECTOR GAMMA AZIMUTH RADCENTER ANTENNAS VENDOR MODEL. GSM 850 50' 49'-0' 1 ANDREW _4 G5!1� UMTS 19 00 EXISTING AT&T MOUNT TO BE EXISTING AT&T ANTENNA (BEER SECTOR) TO BE RELOCATED ON NEW MO EXISTING AT&T (B) VERTICAL CONOURS AT EXISTING UTILITY POLE - EYISTING SEAR ANTENNA A 49'-D' 24"x35' STALE: ] • a 1 •-0' 24"x36' SCALE- I" = 1•-D• PROPOSED ANTENNA CONFIGLIRATION 2 1t-xsr 5CA1•E, 1/2• _ 1'-0" 11'x17' SCALE: 1/2• = 1'-0' 1 B O' 1' THE INFpAMATiON CONTAINED IN THIS SEE OF CONSTRUCTION DOCUMENTS 15 PROPRIETART BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHIC14 RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ET.EC. MECH.VYES TNA INUMCBERX DF COAX TILE TILT0' 1'NONE 2 1-5/8"0• 71'-0" 75'-O• 1'LGP 21403 2 4• 1- NONE 2 1-5/8- 75'-0' 75'-0' VLGP 21401 2 ELEC. MECKTiN WU OF COAX 0 LENGTH TILT 0' W 1' YES NONE 2 7/8" 73'-0" p' 1' YES LGP 21403 2 1-5/8" 76'-0' G 1' YES NONE 2 1-5/8- 76'-0' 76•-0• 2• 1' YES LGP 21401 2 ET NECK NET TIIA NUMBER coo OF COAX 0 COAX L TILTILT 0' TILT 1• YES NONE 1 2 7/8• 69'-0' 0' V YES LGP 21403 2 1-5/8' 77'-0' 4' 1' YES NONE 2 1-5/8• 77'-0' 7'-0" 0' 1' YES LGP 21401 2 YES (GB,GI 8 & I YES (GB,G9. IB & W YES (GB,G9, JB&U! EXISTING AT&T ANTENNA (GAMMA SECTOR) TO BE RELOCATED ON NEW MOUNT EXISTING 53'-6" WOOD UDUTY POLE EXISTING AT&T ANTENNA (ALPHA SECTOR) TO BE RELCIGITED ON NEW MOUNT at&t Your world. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT �iIC E4_ HALL STATE OF WASHINGTON EXPIRATION DATE OF THE ,.LICENSE: 08120/13 f� w �/1 O CC) U � Q N � N J Q 0 w O O l r•) w Iw^`I F� lyl REVISIONS N0. DATE DESCRIPTION I14111AL A 1eAVI1 ISSUED FOR PCD REVIEW TB 0 IImI 63RII fDR FBYL COIATRIIGIIOB BW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS BER SHEEP NUM EXISTING ANTENNA CONFIGURATION R—F_� 11.8 TOP RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP- MANUFACTURER: KMW COMMUNICATIONS MODEL: AM-X-CD-16-65-OOT-RET (72") WEIGHT: 48.5 LBS DIMENSIONS: 11.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET MECHANICAL 11.8 11.8 - - \ „5.9 FRONT SIDE NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS T1 M11l LE1nn .il f�V„ ev I,�a,• r �e a' J IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY 'o N NOT USED SCALE: NOT TO SCALE!! 77 AT&T GPS ANTENNA MANUFACTURER: KMW COMMUNICATIONS MODEL- AM-X-CD-17-65-OOT-RET (96") WEIGHT: 59.5 LBS DIMENSIONS: 11.8" X 5.9" X 96.0" FREQUENCY: REFER TO RF DATA SHEET 7.D. PIPE 11.8 11.6 m v� PRO 1 PIPE PIPE CLAMP (PART# 08K) L BOTTOM RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA 2. ALL GPS ANTENNA LOCATIONS MLISI RE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA - NOTE MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS I I - Ilir i. III 151! IIIII i TOP 1� MOUNTING BRACKETS MANUFACTURER: ALCATEL-LUCENT MODEL: 9442 RRH 70OMHz-15.5 (Lower Band) HEIGHT: 21" WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS 11 F UFACTURER: ALCATEL-LUCENT DEL: 9442 RRH AWS GHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS 3 TMA TWIN DUAL BAND AWS MODEL NUMBER: TTAW-07BP111-001 DIMENSIONS: 9.9"x6.7"x5.4" (250x169x139mm) WEIGHT <18 16s (8 Kg) 6.7" 5.4" of O L7 ►iJ MECHANICAL DOWNTILT 11.8 R uECUANIr SPECIFICATIONS: DIPLEX FILTER FOR JN MHZ AND AWS/PCS WITH DC AUTO SENSE MODEL NUMBER: CM1007-DBPXOC DIMENSIONS 4.9214.96"x3.27" (125x227.5x83mm) WE04T 8.58.55 165 3.0 K 41 1 3 UO 0� Ia m m at&t Your world. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT NI Ifu-lo HALL RIC S. STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 F+� M � Li CJ a3 N l J Q M W O � +1 LL LL \ wn rwrr F� REVISIONS N0. OAI'[ DESCRIPTION WIrIAL A IrlUl1 'MEO F[1R PLO REw�w 19 0 lt/0.7/11 RUED F9R RUM MOWMIWOx BW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LSHEET TITLE RF DETAILS SHEET NUMBER 1 f F-2 THE INFORMATION CON DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS PROHIBITED. 24'xEG' SCALE: 1/2' = 1'-0' 11'x17' SCALE' 1/4' = 1'-0' 2• 1' 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE L 0/ w I� a.mmm,.a er f oeoiw.) SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® COPPER GROUND ROD ® CADWELD CONNECTION TEST WELL GROUND BAR SIDE SPLICE CADWELD SCHEMATIC GROUNDING PLAN 1 FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM THAT WHICH RELATES TO CARRIER SERNCE : IS STRICTLY PROHIBITED. CRnUNOlNG xETFO NOTES: J CAD WELD (TYP). SEE DETAIL 2/E-2. EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF WOOD 3 UDLTTY POLE WITH COAX GROUND M SEE DETAIL 8/E-2 FOR GROUND aW CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, EXISTING WOOD UT1m POLE GROUND 6U5 BAR AT BASE OF WOOD UTILITY POLE. SEE MAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, Is OF Awo ANT ENNA GROUND TO ANTENNA GROUND BUS BAR OW SEE 'J EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO WOOD UTILITY POLE 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. J #6 AWG 70OMHz RRH UNIT GROUND TO TIE INTO EISTING SYSTEM GROUND RING- '\g83 #6 AWG GPS ANTENNA TO TIE INTO EXISTING GROUNDING SYSTEM g #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING GROUNDING SYSTEM GRGUNDING NNE && LEGEND GENERAL GROUNDING NOTES ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECnC CONDITIONS. GROUND ALL ANTENNA EASES. gV"ES. CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE 4OUNTED SUS BARS. FOLLOW ANTENNA AND BTS COAX SHIELD BOTH ENDSFOR AIDGEXIT NFROM TOWER OR POLE USING MFR'S PRACTICES. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHAM BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. CONTRACTOR TD VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS. LLC. REPRESENTATIVE. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WFFH ALL REQUIREMENTS OF GROUNDING STANDARDS. ELECTRICAL CONTRACTOR TO PROVIDE DETALEO DESIGN OF GROUN'LVNC SYSTEM, AND RECEIVE APPROVAL OF DESIGN By AUIHORrao AT&T MDBIUTY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES 1 ELECTRICAL CONTRAOTOR SFVLL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTM HAS BEEN INSTILLED; A AUAI.IFIED 1NDMDUA- 1,ML[ZNG THE FALL OF POTENTIAL METHOD. SHOULD PERFORM THE TEST- THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 8 TEST POINTS ALONG THE TESTING LINE, CRAPHEO OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62X TESTS WILL NOT BE ACCEPTED A5 ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BF PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTT]I GRIDS AND EXISTING commumCATIoNS FACtk-- at&t Your world. PACIFIC TELECOM SERVICES. LLC 8828 REGISTERED ARCHITECT �RICFli 8 8. HALL' STATE OF WASHINGTON EXPIRATION DATE OF THE 08120/13 �.LICENSE: F'-I--I r�r,J,ll I 1 V) o U cn N 3 J Q Uj 00 �w I� REVISIONS NO, DATE I DESCRIPIION INITIAL A 1PfSVII ISSUED FOR PCD REVIEW TO 0 itI Me FOR FWL LOISIR rDN BW NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 RECE 5 7MASTER LAND USE APPLICATION DEPARTMENT of COMMUNITY DEVELOPMENT SERVICES ..� `� 33325 8'h Avenue South CITY DE V E®ERAL V V`p' A ` PO Box 9718 Federal WayOF � Federal Way WA 98063-9718 DS 253-835-2607; Fax 253-835-2609 www.cityoff cralway.com APPLICATION NO(S) Project Name ik-r MOD1uT Property Address/Location Parcel Number(s) Project Description PLEASE PRINT �� )� Date 5 ZD I Z sm SS&5 �Sw— 4-)� ,SSW AT&T MOBILITY - MODIFICATION TO EXISTING SITE BY UPRGRADING WITH LTE ANTENNAS AND ADDING ANCILLARY EQUIPMENT PER PLANS Type of Permit Required Annexation _ Binding Site Plan _ Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director=s Approval) _ Process R (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Zoning Designation Comprehensive Plan Designation Value of Existing Improvements $15,000 Value of Proposed Improvements International Building Code (IBC): Occupancy Type E;onstruction Type Applicant Name: AT&T MOBILITY Address: 16221 NE 72ND WAY, RTC 3 City/State: REDMOND, WA Zip: 98052 Phone: Fax: Email: Signature: Agent (if different than Applicant) Name: SUNNY AUSINK/ PTS Address: 111 S. JACKSON STREET#200 City/State: SEATTLE, WA Zip: 98104 Phone: 206-446-0448 Fax: 206-903-8513 Email: SAUSINK@PTSWA.COM Signature: t,.q I I _, Owner Name: ( w. a Tljy (jA3SE it Address: 3Ss kt" PQd uE P City/State: t�,etf juc e,, W t1 Phone: q ?00+ Fax: Email: Signature: .�1ir- c*K Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application