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Home My WebLink AboutPermit PL14-0047 - ZACH PHILLIPS - TYPE 1 WIRELESS TELECOMMUNICATION FACILTIES PERMITAT&T SC78 HWY 99 & HWY 599 10868 EAST MARGINAL WAY S PL14-0047 L14-0074 WIRELESS TELECOMMUNICATIONS FACILITY City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TO: Zach Phillips 1001 SE Water Ave Ste 180 Portland OR 97214 December 18, 2014 NOTICE OF DECISION Seattle Police Atheltic Association, Owner Washington State Department of Ecology King County Assessor, Accounting Division Margaret Robinson, Attorney for T6 Unison Site Management LLC This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L 14-0074 Applicant: Zach Phillips (on behalf of AT&T) Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type I Wireless Telecommunication Facilities Permit to replace three antennas and add three additional antennas onto an existing communication tower. Location: 10868 East Marginal Way S. Parcel number 0323049057 Associated Files: D14-0156 Comprehensive Plan Designation/Zoning District: Manufacturing Industrial Center / Heavy II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application with the following condition:. 1. Applicant shall install emergency power off switch for antenna array for emergency responders. Page 1 of 3 12/18/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $541 plus retainer. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's Page 2 of 3 12/18/2014 decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206-431-3685 or via email at Minnie.Dhaliwalr@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. 41/14A,-4-4 Department of Community Development City of Tukwila Page 3 of 3 12/18/2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO THE DIRECTOR PREPARED December 18, 2014 NOTIFICATION: Notification was not needed. FILE NUMBER: L14-0074 APPLICANT: Zach Phillips (on behalf of AT&T) PROPERTY OWNER: Seattle Police Athletic Association REQUEST: Approval of a Type I Wireless Telecommunications Facility Permit for the modification of an existing wireless telecommunications facility adjacent to a building. LOCATION: 10868 East Marginal Way S. Parcel number 0323049057 ASSOCIATED PERMITS: None SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Manufacturing Industrial Center / Heavy ZONE DESIGNATION: Manufacturing Industrial Center / Heavy STAFF: Colin Poff, Planning Intern ATTACHMENTS: Project Plans for Permit L14-0074 FINDINGS Vicinity/Site Information Project Description: The applicant is requesting a modification to an existing telecommunications tower adjacent to the building located at 10868 E. Marginal Way S., Parcel number 0323049057. The project includes the following: • Replacement of three (3) antennas • Addition of three (3) antennas • Relocation of three (3) RRH Units, one (1) surge suppression unit • Addition of a new low profile mounting frame, six (6) LTE panel antennas, nine (9) RRH Units and one (1) surge suppression unit. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 • Installation of new LTE equipment cabinets in existing fenced leased area. Existing Development: The existing wireless facility is located adjacent to the south wall of a building on 10868 E. Marginal Way S. The wireless tower is located between Interstate 5 and E. Marginal Way S. Surrounding Land Uses: The site is surrounded by Manufacturing Industrial Center (MIC) or Light Industrial Uses (LI). There are some LDR parcels to the Southeast, but not adjacent to the property. BACKGROUND: The existing tower was previously approved in 1998 (File Number L98-018 and E98-008). There were a number of additions approved over the years for adding antennas to the existing tower (File Numbers L2000-085, LO1- 031 and L11-011). Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co -locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) (2) (3) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — O, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI„ MIC/L, or MIC/H Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is replacing and adding antennas onto an existing tower. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Page 2 of 5 12/18/2014 le 1Se TMC 18.58.070 for further details General Requirements Project does comply Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. X Will use existing generator 2.Business License Requirement X Confirmed AT&T has business license for site 3. Only safety signage must be placed on the WCF. X No signage proposed 4. Accommodations for parking for maintenance personal must be provided. X Modifications do not affect parking 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X No alterations made to existing tower. Already has a neutral color. 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X No new buildings or structures are proposed 7. Antennas shall have the same color scheme as the structure they are located on. X Applicant has noted that color scheme will remain unchanged 8. WCF poles and towers shall only have safety lights if required by a government agency. X Will retain existing lighting rod 9. No advertising is permitted on WCF X No advertising proposed 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X Enclosure does not exceed 360 sq. ft. Page 3 of 5 12/18/2014 Table 2 (See TMC 18.58.090 for additional information Adding Antennas to Existing WCF Tower- Specific Development Standards Project does comply Project does not comply Not Applicable Notes 1. When adding antennas to existing WCF towers, height must not exceed what was approved under the original application to construct the tower. X Height will remain the same 2. Antennas shall be painted to match the color scheme of tower. X Color scheme will remain the same 3. There is no limit on the number of antennas that may be located on an existing tower. X Three antennas will be added 4. Feed lines and coaxial cables shall be located within the tower. Those exposed shall be painted to match tower. Fire Department requires the applicant to install emergency power off switch for antenna array for emergency responders 5. A new cabinet shall be located within the equipment enclosure that was approved as part of the original application, or it will require a Type 2 decision. X New cabinet will be within cabinet enclosure 6. Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. X Equipment enclosure is not increased Page 4 of 5 12/18/2014 CONCLUSIONS 1. As shown in Tables 1 and 2, the project meets all applicable development standards for a Type 1 WCF. 2. Surrounding land uses, parking, and traffic will not be affected by the proposed modifications. The building or site design will not be altered. 3. The proposed project is consistent with goals and policies of the Comprehensive Land Use Policy Plan. 4. City's Fire Department requires the applicant to install emergency power off switch for antenna array for emergency responders. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve the application for a Type 1 Wireless Telecommunications Facility with the following condition: 1. Applicant shall install emergency power off switch for antenna array for emergency responders. Page 5 of 5 12/18/2014 Asw„,,,jad Mailed to: 1. Robinson 10 Presidential Way Woburn MA 01801 2. SEA POLICE ATHLETIC ASSN 10868 EAST MARGINAL WAY S TUKWILA WA 98168 3. King County Assessor's Accounting Division Emailed to: 1. Zach Philips 2. Department of Ecoolgy SEPA unit /yri,e,‘ L 0400 City of Tukwila Department of Community Development File Number Ll 9 -oogLl LAND USE PERMIT ROUTING FORM TO: /Building 0 Planning 0 Public Works Fire Dept. 0 Police Dept. 10 Parks/Rec Project: SC78 HWY 99 & HWY 599 Telecommunication Facility Upgrade Address: 10868 East marginal Way South, Tukwila, WA 98168 Date transmitted: November 25, 2014 Response requested by: December 9, 2014 Staff � coordinator: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date:/` (O " f✓ t/T Comments prepared by: Ai Update date: 0400 City of Tukwila Department of Community Development RECEIVE NOV. 25 2014 TUKWIL A PUBLIC WORKS File Number L - cog LAND USE PERMIT ROUTING FORM TO: 0 Building 10 Planning /Public Works 01 Fire Dept. Police Dept. Parks/Rec Project: SC78 HWY 99 & HWY 599 Telecommunication Facility Upgrade Address: 10868 East marginal Way South, Tukwila, WA 98168 Date transmitted: November 25, 2014 Response requested by: December 9, 2014 Staff coordinator: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) rW ha s Y o c,o m o e,N Plan check date: Comments 1 S Update date: 11 / 2%! ILI prepared by: c 1 City of Tukwila Permit Center 6300 Southcenter Blvd. Tukwila, WA 98188 1001 SE Water Ave., Ste 180 Portland, OR 97214 (503) 708-9200 RE: TYPE I Permit for Wireless Telecommunications Facility Modification to Existing AT&T Facility SC78 - 10868 E. Marginal Way S., Development Permit Application, D14-0156 Dear Permit Center Staff: AT&T would like to replace three (3) and add three (3) additional antennas onto an existing wireless communication tower located in the City of Tukwila. There will be no additional height added to the tower and the AT&T facility has been previously approved for collocation at this site. The proposal has been previously submitted to the Building Department; see Permit Application, D14-0156. Bill Rambo subsequently determined that the addition of three (3) additional antennas from the current complement of 9 antennas would require a WCF 1 review. Following is an excerpt of the City's Wireless Communication Facility code that applies to this proposal with a response to how the proposal meets City standards: 18.58.090 Addinji Antennas to Existing WCF Tower -Specific Development Standards. 1. Height — The height must not exceed what was approved under the original application to construct the tower. If the height shall exceed what was originally approved, approval as a Type 2 decision is required for any height which will be less than the maximum height of the zone. Response: This is an existing tower. AT&T is currently located at 80' of the 125' tower. No height increase is proposed. See sheet A4 of the plan set for details. 2. Antenna aesthetics — Antennas shall be painted to match the color scheme of the tower. Response: Antennas and ancillary equipment hardware will be painted to match the existing tower color. See sheet A4 of the plan set for details. 3. Antenna intensity — There is no limit on the number of antennas that may be located on an existing tower. Response: AT&T proposes to add (3) new panel antennas to the tower. See sheet RF1 of the plan set for details. 4. Feed lines and coaxial cables — Feed lines and coaxial cables shall be located within the tower. Any exposed feed lines or coaxial cables (such as when extended out of the tower to connect to the antennas) must be painted to match the tower. Response: Coax lines will adhere to this section of the code. 5. Cabinet equipment — A new cabinet shall be located within the equipment enclosure that was approved as part of the original application. If the applicant wishes to expand the equipment 1001 SE Water Ave., Ste 180 Portland, OR 97214 (503) 708-9200 enclosure from what was approved by the City or County under the previous application, the applicant shall seek a wireless communication facility (Type 2) application for only the equipment enclosure increase. Response: Install battery back-up cabinet and small Purcell cabinet onto the existing slab. New Purcell cabinet will stack directly on top of existing cabinet. See sheet A5 of the plan set for details. 6. Setbacks — Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. Response: Not applicable, AT&T is no increasing the footprint of the equipment enclosure. Enclosed with this narrative you will find: • Application Checklist (1) • Completed Application Form and drawings (5) • Site plans (4) • Applicable Fees • Signed Affidavit of Ownership If you have any questions regarding the submitted materials or the proposal, please contact me at 503/232- 5213 orzphillips@ptswa.com. Thank you foryourtime and consideration. Sincerely, Zach Phillips PTS CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by the or my agents and are true and correct to the best of my knowledge. 3. The application is bcipg submitted with my knowledge and consent. At-forneq n-F� t- 4. maser grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at / / OA 0 E NI 4 I-4ii 1)4 1 Via Tu4 for the purpose of application review, for the limited time necessary to corete that purpos t r�G lin Fa 5. agrees to Bold the City harmless for any loss or damage to persons or property occurring OR the private property during the City's entry upon the property, unless the loss or damage is thc result of the sole negligence of thc City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Mbar, ar, ss (city), M A (state), on \%gym Ljc/l , 20 %y Mar a.rt4- 4Zabtnslt Sri (Print ) 1 ri(96d"ark' W1y,WI um mil of7vi (Address) -7 7 I - 1-21,-2/5-00 (Phone Numbe (Signature) T (a Un 11/4570 S&It Kam n+J LLL el a41-orre —th - � * pr FaserYLnt �,`�trirex_ mu'lf da d /'2 fLowy On this day personally appeared before me M, 1'6Q)'€t I .d7 nf?ito me known to be the individual who executed the foregoing instrument and acknowleda that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. ,41441 SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY O, k till 10'Cr , 20 ) y SS. SUs3ANA P. RIBEIRO NOTARY • : LIC in d for the State of men V iljlt No ory Commonwealth ofRubilc Massachusefts residing at MY Commission Eqolres March 16, 2018 My Commission expires on I ard) 1G/ 2 01 ?d' \ldcptstor&City CommonVrcri\Revisions In Progress\Wireless Communication Facility-Jan2011 docx COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. 1 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (5 copies). ✓ 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". 1 4. Application Fee: See Land Use Fee Schedule. ✓ 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; NA ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. ✓ 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. NA( 8. Sensitive Area studies and proposed mitigation (if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". NA If the application requires a Type 2 review these additional items are needed: A//t 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; I 11. Materials board for the screening material; j 12. Landscaping plan; 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. \\deptstore\City Common \Teri\Revisions In Progress\Wireless Communication Facility-Jan201 I.docx • f. Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning If the application requires a Type 3 review these additional items are needed: NA 15. A narrative responding to the criteria at TMC Section 18.58.060. 16. The radio frequency engineer report shall include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. 17. Engineering Plans for the proposed tower. 18. A vicinity map depicting the proposed extent of the service area. 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: 22. Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' NA public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 23. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 24. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\deptstore\City Common \Teri Revisions In Progress\Wireless Communication Facility-Jan2011.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION Planner: Application Complete Date: Application Incomplete Date: FOR STAFF USE ONLY Permits Plus Type: P -WIRE Ll\ -0014 Project File Number: 7/ //1,_t/4Z File Number: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SC78 HWY 99 & HWY 599 BRIEF DESCRIPTION OF PRO CIRCLE TYPE - Upgrade existing wireless facility. Add 3 additional antennas, TYPE 2 TYPE 3 (PUBLIC HEARING NOTICE RQD) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 10868 East Marginal Way South, Tukwila, WA 98168 REOIIV LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0323049057 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Zach Phillips (on behalf of AT&T) CRV OF TUKWILA Nov 14 2014 PERMIT CENTER Address: 1001 SE Water Ave., Ste 180 Portland, OR 97214 Phone: (503) 708-9200 E-mail: zphillips s ptsw. om Signature: FAX: Date: 11/07/2014 \\deptstore\City Common\Teri \Revisions In Progress\Wireless Communication Facility-Jan2011.docx at&t mobility HWY 99 & HWY 599 PROJECT INFORMATION PROJECT DESCRIPTION• AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REMOVING (3) EXISTING ANTENNAS (1 PER SECTOR) AND AN EXISTING ANTENNA MOUNTING FRAME, RELOCATING (6) EXISTING PANEL ANTENNAS (2 PER SECTOR), (3) RRH UNITS (1 PER SECTOR) AND (1) SURGE SUPPRESSION UNIT AND ADDING A NEW LOW PROFILE PLATFORM WITH HAND RAILING KR ANTENNA MOUNTING FRAME, (6) LTE PANEL ANTENNAS (2 PER SECTOR), (9) RRH UNITS (3 PER SECTOR), AND (1) SURGE SUPPRESSION UNIT MOUNTED NEAR ANTENNAS. AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT CABINETS IN AN EXISTING FENCED LEASE AREA. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: MIC/H BUILDING CODE: 2012 IBC CONSTRUCTION TYPE: II -B OCCUPANCY: S-2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOM FACILITY PROPOSED USE: UNMANNED TELECOM FACILITY SITE LOCATION: (BASED ON NAD 83): LATITUDE: 47 30' 8.8" N LONGITUDE: 122• 17' 6.7" W TOP OF STRUCTURE AGL: 121'-0" BASE OF STRUCTURE AMSL: 17'-0" PARCEL NUMBER(S): 0323049057 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: SEATTLE POLICE ATHLETIC ASSOC. 11030 E MARGINAL WAYS TUKWILA, WA 98168 TOWER OWNER: AMERICAN TOWERS, INC. A DELAWARE CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROJECT LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA. 98040 CONTACT: ANGIE PRETTY PH: (425) 941-5941 SITE ACQUISITION: PACIFIC TELECOM SERVICES 506 SECOND AVENUE, SUITE 210 SEATTLE, WA. 98104 CONTACT: JOSH ROBERTS PH: (206) 342-6382 PERMITTING: PACIFIC TELECOM SERVICES 506 SECOND AVENUE, SUITE 210 SEATTLE, WA. 98104 CONTACT: KELLY LESTER PH: (206) 342-6388 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET. STE. 500 MERCER ISLAND, WA 98040 CONTACT: STEVE EVENSON PH: (206) 550-9322 PROJECT TEAM PROJECT ARCHITECT THOMAS R HOLLAND, AIA PACIFIC TELECOM SERVICES, LLC 506 SECOND AVENUE, SUITE 210 SEATTLE, WA 98104 CONTACT: ZACH NESGODA PH: (206) 342-6383 EMAIL: ZNESGODAOPTSW.COM PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 506 SECOND AVENUE, SUITE 210 SEATTLE, WA 98104 CONTACT: MEGAN DOCKTER PH: (206) 342-6381 SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 VICINITY MAP f fgpp SITE S 115th se vui nve �. fit t 1 DtMeR h Park ,N �` w '4 .. Ts, DRIVING DIRECTIONS NO. START FROM PORTLAND INTERNATIONAL AIRPORT,OR: DEPART FROM PORTLAND INTERNATIONAL AIRPORT, OR BEAR RIGHT ONTO NE AIRPORT WAY TAKE RAMP RIGHT FOR 1-205 SOUTH / VETERANS MEMORIAL HWY TOWARD SALEM / PORTLAND AT EXIT 21B, TAKE RAMP RIGHT FOR 1-84 WEST / US -30 WEST / BANFIELD EXPY TOWARD PORTLAND TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD SALEM / BEAVERTON TAKE RAMP LEFT FOR 1-405 NORTH / STADIUM FWY TOWARD BEAVERTON / CITY CENTER AT EXIT 10, TAKE RAMP RIGHT FOR US -26 WEST / SUNSET HWY TOWARD BEAVERTON AT EXIT 71A, TAKE RAMP RIGHT FOR CANYON RD. / SR -8 TOWARD WEST SLOPE KEEP STRAIGHT ONTO SR -8 / SW CANYON RO ARRIVE AT 9215 SW CANYON RD, PORTLAND, OR 97225 ON THE RIGHT. 0.2 MI 2.2 MI 3.1 MI 5.5 MI 1.5 MI 1.0 MI 3.0 MI 0.6 MI 1.6 MI APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE 04/16/11 RF ENGINEER: ZLN 0 LANDLORD: ISSUED FOR FCD REVIEW SS 1 RF MANAGER: ISSUED FOR FM. CONSTRUCTION ZLN SITE ACQUISITION: OP PS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: NOT FOR CONSTRUCTION UNLESS• TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED RECEIVED Lu . 14 ?5I,': C()M14IJ, .I • DE VLLU1'ML-N I DRAWING INDEX SHEET DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING ENLARGED COMPOUND PLAN A-3 PROPOSED ENLARGED COMPOUND PLAN A-4 EXISTING & PROPOSED SOUTHEAST ELEVATION A-5 CONSTRUCTION DETAILS RF -1 ANTENNA CONFIGURATIONS RF -2 RF 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 I5 STRICTLY PROHIBITED. FINAL CONSTRUCTION DRAWINGS 05/20/14 PER RIDS V2.0 DATED 03-12-2014 LEGAL DESCRIPTION POR OF SW 1/4 BEG NXN ELY LN OF OLD SEATTLE -TACOMA INTERURBAN RW R/W & N LN CEDAR RIVER PL R/W TH TH NWLY ALG SO ST I RW R/W 551.183 FT TO EXIST CONCRETE WALL TH N 68-48-07 E ALG S LN OF SD WALL& SAME PROD 350.005 FT TH S 20-53-36.5 E 215.144 FT TH ON CURVE TO RT RAD 3264.93 FT 482.1 FT TO N LN SD PL R/W TH N 87-41-10 W ALG SD N LN 363.48 FT TO BEG LESS TRANS LN R/W ABBREVIATIONS A/C AGL APPROX AIR CONDITIONING ABOVE GROUND LEVEL APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CEILING CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIAL DIAGONAL DN DOWN DET DETAIL DWG DRAWING EA EACH ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIN FINISH FLUOR FLUORESCENT FLR FLOOR FT FOOT GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HORZ HR HT HVAC N NFO NSUL NT BC LBS MAX MECH MTL MFR MGR MIN MISC RO NA NIC NTS HORIZONTAL. HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING NSI DE DIAMETER NCH NFORMATION NSULATION NTERIOR NTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REO RM SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STANDARD SUSPENDED THROUGH TINNED TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WP WATER PROOF 1-44---0014 THE INFORMATION CONTAINED IN THIS SET OF CC`ISTRUCTI ON DOCUMENTS .0 PROPRIETARY BY NATURE. ANY USE CR DISC_OTURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WESTO R' COMMUNICATIONS 6 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 x 0 O N 00 W Q 05 Z < 3 §5 ~ Y W I- 22 LO0 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/11 ISSUED FOR PCD REVIEW KB B 04/16/11 ISSUED FOR PCD REVIEW ZLN 0 05/16/11 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR FM. CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS• LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS, PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF ARCHITECT AND 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 ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE NETWORK CARRIER PROJECT SCOPE AND THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. 11517 COPIES OF DRAWINGS ARE NOT TO BE SCALED DUE TO DISTORTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. 5. OWNER, CONTRACTOR, AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW AND CONFIRM THAT PROJECT SCOPE, DESIGN INTENT AND UTILITY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. B. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED, AND PROVIDE NETWORK CARRIER PROOF OF LICENSE(S) INCLUDING PE & PD INSURANCE. 9. 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. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE 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. 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 16. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN ON THE PLANS, ALONG WITH PROTECTING THEM FROM DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 17. 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. 18. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 19. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING IS REQUIRED, MATERIALS 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 DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 20. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THE SUBJECT FACILITY AND OR PROJECT SITE. 21. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY. 24. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION DISPOSING OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 25. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COLOR, TEXTURE, FINISH MATERIALS, ETC., EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND CODE COMPLIANT INSTALLATION. 27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND TRUE BASED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION WILL LIKEWISE BE LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND TRUE. ARCHITECT AND NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 28. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 29. 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. 30. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 31. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE. 32. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE PREPARED PROPERLY BY THE WORK OF OTHER TRADES. 33. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 34. 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 THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 35. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 36. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED ON SPECIFIC SITE REQUIREMENTS. 37. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AS APPLICABLE. 38. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDLINED CONSTRUCTION SET. 39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD 8Y MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 40. CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW, INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY, OWNER AND JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER INSTALLATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 41. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY NETWORK CARRIER CONSTRUCTION MANAGER. 42. THE 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 COMPLETE ACCEPTING UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 43. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 44. 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 (UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID DOCUMENT(S). 45. NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 46. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NETWORK CARRIER. 47. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 48. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 49. CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE TO CONSTRUCTION ACTIVITIES, AND REPAIR, RESTORE AND MODIFY EXISTING IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 50. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN CONTACT INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 1007 MOISTURE PROTECTION. 51. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 52. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 53. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLING TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 54. CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS 81D AND CONSTRUCTION PROJECT. 55. CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID AND CONSTRUCTION PROJECT. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY 56. INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OBTAIN THE MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE CONTROLLER CAN BE ORDERED AND INSTALLED. 57. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE NETWORK CARRIER REPRESENTATIVE AND CONTRACTOR DEMONSTRATING CAPACITY AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. 58. THE CONTRACTOR SHALL PROVIDE MATERIALS LIST (BOM) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION. RECEIVED r 1 46 L.UF'(1%IL(Nf[ U4- Om THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED. atstt mobility WEsOWER' COMMUNICATIONS PACIFM TELECOM SERVICES. LLC 4072 n yds THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 4444 SC78/310595 S 0 0 N (0 00 rn Z < () K 3 N w I- ca O REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW NB 8 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS 1 05/20/64 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER CJ -1 DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2012 IBC) 2. DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA: 98168 - ROOF SNOW LOAD - BASIC WIND SPEED - WIND EXPOSURE - SEISMIC ZONE N/A (NOT A ROOFTOP SOLUTION) 85 MPH (100 MPH 3 SECOND GUSTS) c D CONCRETE NOTES: 1. CONCRETE SHALL 8E MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 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 CUBIC YARD AND SHALL 8E PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS 2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618 TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL 8E IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2,500 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 2,500 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 91), GRADE 60, fy=60.000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy=60,000 PSI. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318-02 LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM PROVIDE CORNER BARS AT ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-02, CLASS 8 LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FIGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH...3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)...2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER)...1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS... 1-1/2" SLABS AND WALLS (INTERIOR FACE)...GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON EITHER AISC-LRFD, AISC 355, OR AISC-HSS AND SECTION 2205 2 OF THE INTERNATIONAL BUILDING CODE 2. A EITHER AISC-LRFD, AISC 355, OR AISC-HSS & SECTION 2205.2 OF THE INT'L BUILDING CODE 6 MARCH 7, 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE DELETION OF PARAGRAPH 441 C SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 3. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY=50 551 OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy=36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR 5, GRADE 6, Fy=35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy=46KS1. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED USING E70 XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT WAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. TOWER/POLE NOTES (WHEN APPLICABLE): 1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM W. DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2,500 PSI (5.) SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD SYMBOLS: 0 Aft Mir A 0/H GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS C •. •---H GROUT OR PLASTER (E) BRICK (E) MASONRY r� CONCRETE EARTH GRAVEL f7ZrY,27,12222=21 PLYWOOD SAND WOOD CONTINUOUS WOOD BLOCKING �� STEEL ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE (N) (E) 4 e NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN. CADWELD GROUND ACCESS WELL Q ELECTRIC BOX ▪ TELEPHONE BOX LIGHT POLE O END. MONUMENT SPOT ELEVATION ® SET POINT • REVISION ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ RICH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL FDOCUMENTS HAVE BEEN REVIEWEDEAND THAT THEY HAVE BEEN FOUND TO BET GENERALUNCONFORMANCEIWITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. rn 0 m 0 ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET#__) 0 OTHER THE INFORMATION CONTAINED IN THIS S=T OF CC'STRUCTION DOCUMENTS S PROPRIETARY BY NATURE, ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED. at&t mobility WES OWER . COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 O N >- 03 < 00 Q CR Z < ( 0_ H 3 < w H- 00 CO113 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCS REVIEW KB B 04/16/14 ISSUED FOR PCO REVIEW ZLN 0 05/16/14 ISSUED FOR FCC) REVIEW SS 1 05/20/14 ISSUED FOR FOX CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 PROP 5'�..> � �Jh ,. RECEIVED NOV 1'1. 2GY f IL VI.LUI'MLNr \ \ D' (2 37 EXISTING ASPHALT DRIVEWAY AND PARKING EXISTING BUILDING? \ \ - PROPERTY LINE AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED N.N. TELECOMMUNICATIONS FACILITY BY REMOVING (3) EXISTING ANTENNAS (1 PER SECTOR) AND AN EXISTING ANTENNA MOUNTING FRAME, RELOCATING (6) EXISTING PANEL ANTENNAS (2 PER SECTOR), (3) RRH UNITS (1 PER SECTOR) AND (1) SURGE SUPPRESSION UNIT AND ADDING A NEW LOW PROFILE PLATFORM WITH HAND RAILING KIT ANTENNA MOUNTING FRAME, (6) LTE PANEL ANTENNAS (2 PER SECTOR), (9) RRH UNITS (3 PER SECTOR), AND (1) SURGE SUPPRESSION UNIT MOUNTED NEAR ANTENNAS. AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT CABINETS IN AN EXISTING FENCED LEASE AREA 24"x36" SCALE: 1" = 40'-0" 11"x17" SCALE: 1" = 80'-0" 40' 200" 40' LEGEND SUBJECT BOUNDARY LINE - - - - RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OHP OHP OVERHEAD POWER LINE -- UGP UCP- UGP-- BURIED POWER LINE BURIED GAS LINE OHT DHT OVERHEAD TELEPHONE LINE UCT ucr ucr- BURIED TELEPHONE UNE - W _w -w -w - BURIED WATER LINE -55 SS SS- BURIED SANITARY SEWER -SD SD SO- 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 El TRANSFORMER -9- FIRE HYDRANT )T LIGHT STANDARD DG GATE VALVE POWER VAULT W WATER METER • UTILITY BOX 5 FIRE STAND PIPE O UTILITY POLE 0 CATCH BASIN, TYPE I POLE GUY WIRE ® CATCH BASIN, TYPE II 02 GAS VALVE a SIGN ® GAS METER u BOLLARD oT TELEPHONE VAULT o MAIL BOX ❑ TELEPHONE RISER 234.21 SPOT ELEVATION DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. VICINITY MAP u9--ao�4 TRUE NORTH Nunn 1. E. O.I.nnlm0 by ab wrvW (it Roa1Nl.). SITE PLAN THE INFORNIATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV.CES IS STRICTLY PROHIBITED. at&t mobility WEsOO WER COMMUNICATIONS 6 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 • 0.1 c Ln SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW NB B 24/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS 1 25/20/14 ISSUED FOR RNAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER Al //EXISTING BUILDING RECEIVED I:O1i 1 !1 ?V: EXISTING 121'-0" AGL STEEL MONOPOLE \ ? o. \ (4 V'' f \OGq 4' p Of `'VI LO141\M-N EXISTING MICROWAVE ANTENNA MOUNTED TO BUILDING \ f EXISTING GENERATOR EXISTING 12'-0" X ,W f \ f \ f 24'-0" CONCRETE PAD EXISTING 7'-10" AGL ICE BRIDGE 4' t \ x f \ f \ f EXISTING METER BANK EXISTING AT&T GPS ANTENNA (TYP OF 2) EXISTING 6'-0" AGL CHAIN LINK FENCE WITH BARBED WIRE (TYP) EXISTING 11'-0" DOUBLE SWING f CHAIN LINK ACCESS GATE \ f FENC0_O Ex15�1NG COMPOUND / x / EXISTING 11'-0" DOUBLE SWING CHAIN LINK ACCESS GATE \ 4<- 4-001+ TRUE 4-Oo74- TRUE NORTH "e.1.RmB.e by .5. w 5. Rung' (11 24"x36" SCALE: 3/8" = '-0" 11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0" 2' EXISTING COMPOUND PLAN THE INFORMATION CC`ITAINED IN THIS SET OF CCTTTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITEC. at&t mobility WESTO WER COMMUNICATIONS PACIFM TELECOM SERVICES. LTC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 H 0 0 In < CO _I 01 Z O 3 §5 W< � CO CO0 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/15/14 ISSUED FOR PCD REVIEW ZLN 0 05/15/14 ISSUED FOR FCD REVIEW 55 I 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING COMPOUND PLAN SHEET NUMBER A-2 EXISTING BUILDING NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 2. VERIFICATION THAT EXISTING MONOPOLE & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER EXISTING 121'-0" AGL STEEL MONOPOLE f 01 f \ f EXISTING MICROWAVE ANTENNA MOUNTED TO BUILDING t \ x f 1 f EXISTING AT&T PURCELL CABINET (BELOW) PROPOSED AT&T PURCELL CABINET ATTACHED TO AN EXISTING PURCELL CABINET EXISTING 12'-0" X 24'-0" CONCRETE PAD EXISTING 7-10" AGL ICE BRIDGE \ EXISTING GENERATOR f f f \ f f PROPOSED AT&T TE40 BBU CABINET W/ (10) MARATHON BATTERIES MOUNTED TO EXISTING CONCRETE PAD EXISTING 6'-0" AGL CHAIN LINK FENCE EXISTING METER BANK EXISTING 11'-0" DOUBLE SWING CHAIN LINK ACCESS GATE 3, 561,053680 EXISTING 11'-0" DOUBLE SWING CHAIN LINK ACCESS GATE 24"x36" SCALE: 3/8" = 1'-0" 11"x17" SCALE: 3/16" = 1'-0" 2' 1 0" 2' RECEIVED 1:011 1/, r.�Pr,' COMMUt i I T DEVELOPMENT 1.14-0074 TRUE NORTH North to d*INmInH by . RNr 04 1,644.4 ). PROPOSED COMPOUND PLAN "1E INFORMATION CONTAINED IN THIS 5:1 OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVCES IS STRICTLY PF.OHIBITE2. at&t mobility WES WER COMMUNICATIONS PACIFIC EELFCCN SERVICES, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 0 O N >- 00 < UJ ro Q � Z � 3 <5 3 Y W F ED ooO REVISIONS NO. DATE DESCRIPTION INITIAL A 05/25/14 ISSUED FOR PGD REVIEW KB B 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/18/14 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR RML CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED COMPOUND PLAN SHEET NUMBER A-3 TRE INFORMAIICN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES 15 STRICTLY PROHIBITED. at&t mobility WESTO WER COMMUNICATIONS THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-16-15 SC78/310595 8- O < 00 _I Cn z < � 3 w< 1- 03 O REVISIONS NO. P C,EIVED 1t n 1'! 1 4 2 1 ?I 1 i I I UI:.VLLUI'ML-N EXISTING LIGHTING ROD DESCRIPTION INITIAL NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 2. VERIFICATION THAT EXISTING MONOPOLE & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER 03/25/14 ISSUED FOR PCD REVIEW EXISTING LIGHTING ROD B 04/16/14 I ZLN 0 05/16/14 ISSUED FOR FCD REVIEW 5S 1 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN I II • I SPRINT/NEXTEL ANTENNAS 1 1 II 1 II EXISTINGXSPRINT/NEXTEL AI \ 1 "I EXISTING AT&T GSM/UMTS PANEL ANTENNAS (2 PER SECTOR, I T \ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET PROPOSED AT&T LTE PANEL ANTENNAS (2 PER SECTOR, QO RELOCATED AT&T GSM/UMTS PANEL ANTENNAS (2 PER 6 TOTAL) lama" SECTOR, 6 TOTAL) :j. 6 TOTAL) TO BE RELOCATED EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, _ t 1 _ SII uI .1 " PROPOSED AT&T (1) SURGE SUPPRESSION UNIT 0 TOP OF EXISTING MONOPOLE 80'-0" 3 TOTAL) TO BE REMOVED A FRAMET&T MOUNTINGEXISTING TENNA TO - _ TOP OF EXISTING MONOPOLE 80'-0" RELOCATED AT&T RRU (1 PER SECTOR, 3 TOTAL)- 1=y STRAP -MOUNTED TO POLE ©©0 BE REMOVED EXISTING AT&T (1) SURGE SUPPRESSION UNIT TO BE RELOCATED EXISTING AT&T RRH UNIT - (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED SURGE SUPPRESSION UNIT oic RELOCATED AT&T (1) STRAP MOUNTED TO PROPOSED AT&T RRH UNIT (3 PER SECTOR, 9 TOTAL) 11a7I'�i i a) (-- PROPOSED AT&T NEW LOW I- © o I 4 z w z Ca z a 0 - - - _ _ _ o EXISTING MONOPOLE N 6 z w C.11 4 a Ea K a PROFILE PLATFORM WITH HAND RAIUNG KIT ANTENNA MOUNTING FRAME - _ W o EXISTING CLIMBING PEGS - 121'-0" z In EXISTING CLIMBING PEGS - w o EXISTING AT&T EXISTING 121'-0" - AGL MONOPOLE w z EXISTING AT&T EXISTING ._ AGL MONOPOLE o ICE BRIDGE _ ICE BRIDGE - z o EXISTING AT&T GPS - EXISTING BUILDING o a EXISTING AT&T GPS - EXISTING BUILDING ANTENNA (TYP OF 2) a ANTENNA (TYP OF 2) II EXISTING ICE BRIDGE EXISTING NEXTEL 'IVEXISTING ICE BRIDGE EXISTING NEXTEL fll EQUIPMENT SHELTER _ \ EQUIPMENT SHELTER EXISTING MICROWAVE \ \ EXISTING 11.-0.. EXISTING MICROWAVE ILI" EXISTING 11'-0" ANTENNA MOUNTED nn ,-...— DOUBLE SWING CHAIN ANTENNA MOUNTED - DOUBLE SWING CHAIN �� \ S TO BUILDING EXISTING AT&T V 1 LINK LINK ACCESS GATE ''''',• TO BUILDING EXISTING AT&T __ II LINK ACCESS GATE EQUIPMENTS MIR EQUIPMENTS =I= _ .=-.7.,4 �' EXISTING 6.-0" AGL - 6' 0" AGL 'I` �( 1 "Fi I I '' 1 L }-; �I EXISTING CHAIN LINK FENCE ,.,.' ILt �c7 t E I. °k d�*'C v.. ITL, —•---^ L ,.I�..r. CHAIN LINK FENCE WITH BARBED WIRE GRADE bI� 1 I t I I1 '(. F1 .r^^ ..�... WITH BARBED WIRE P�...!1 -r r \ GRADE ...� J' \ \ �, 1 C L. 11+11' OOP 001 4 \ 24"x36" SCALE: 1/8" = 1'-0" .-. ... PROPOSED SOUTHEAST ELEVATION 2 24x36" SCALE: 1/8" = 1'-0" r �� EXISTING SOLITI IE.CAST ELEVATION 11"517" SCALE: 1/16" O' 8' 6' 4' 2' 0" 8' 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' TRE INFORMAIICN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES 15 STRICTLY PROHIBITED. at&t mobility WESTO WER COMMUNICATIONS THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-16-15 SC78/310595 8- O < 00 _I Cn z < � 3 w< 1- 03 O REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW 5S 1 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTHEAST ELEVATION SHEET NUMBER A-4 NOT 1 USED17 1"x37" SCALE: NOT USEDI y 11"x17" SCALE: NOT USED NOT USED 24"x36" SCALE: NOT USED 11"x17" SCALE: NOT USED 8 RECEIVED (:UV 14 r/iii': r,Or1n1,1,,11..1. DE.VEL(WML-N1" NOT USED 24"x36" SCALE: NOT USED 11"x17" SCALE: NOT USED NOT USED 24"x36" SCALE: NOT USED 11"x17" SCALE: NOT USED 6 NOT 1 USED 1"x37" SCALE: NOT USED 11"x17" SCALE: NOT USED CABINET CONCRETE SLAB •4 Ale 4 1/2" MIN WASHER, LOCK WASHER, FLAT INSULATING WASHER 1/2"0 HILT! KWIK BOLT TZ WITH 3 1/4" (MIN.) EMBEDMENT DEPTH PER ICC—ESR #1917 CABINET ANCHORAGE AT CONCRETE^ 24"x36" SCALE: 1" = 1'-0" 4 11"x17" SCALE: 1/2" = 1'-0" PROPOSED COMMSCOPE MTC3607 LOW PROFILE PLATFORM KIT OR APPROVED EQUAL PROPOSED COMMSCOPE MT -195 SERIES RAILING KIT OR APPROVED EQUAL MONOPOLE PLATFORM WALKWAY WITH 12'-6" FACE WIDTH AND 2-3/8"0 X 96" MOUNTING PIPES ANTENNA MOUNTING PLATFORMET 2436" SCALE: 1/2=1-0" J 11"x17" SCALE: 1/4"=1'-0" OUTDOOR CABINET DIMENSIONS MANUFACTURER: ARGUS Te40 HEIGHT: 84" DEPTH: 30" WIDTH: 30" MAXIMUM CABINET WEIGHT: 700 55. D ISOMETRIC SIDE VIEW MAKE: ARGUS MODEL: 48 VDC CORDEX HEIGHT: 6.3" WIDTH: 3.4" DEPTH: 11.8" WEIGHT: 10 LBS 48 VDC RECTIFIER 30.00" 0.75"0 HOLE OPENING ALL CORNERS BATTERY CABINET MOUNTING ARGUS Te40 BATTERY CABINET 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2 FOUIPMFNT MOUNTING • 12RU 19" RAILS, FRONT TO BACK ADJUSTABLE CONSTRUCTION MATERIAI'5 • MATERIAL: ALUMINUM (LIGHTWEIGHT, CORROSION—RESISTANT • PAINT: GR -487 TESTED & CERTIFIED POWER COAT DOOR/SIDE PANFL CONSTRUCTION • DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER • LATCHES: TWO—POINT LATCHED, PAD LOCKABLE ENVIRONMENTAL OPTIONS THERMOELECTRIC COOLER: 400W 0 0'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 RATTFRY PFDFSTAI • ACCOMMODATES UP TO 60AHR BATTERIES CABLE ENTRY • (3) 1/2"; (3) 1"; (1) 2" 31/2" OR 2" KNOCKOUTS AC POWER OPTIONS • 30A—MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE • 6—POSITION 19" RACK—MOUNTED (1RU) OR 12—POSITION (2U) AC LOAD CENTERS AVAILABLE IN VARIOUS CONFIGURATIONS— CAN BE EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY 1—POSITION OR 2—POSITIONS AND 6—POSITION DIN—MOUNTED AC BREAKER PANEL (120V OR 240V CONFIGURATIONS). OPTIONAL DIN—MOUNTED TVSS • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET MOUNTING OPTIONS • 4" PLINTH • 14" PLINTH • POLE MOUNT KIT • WALL MOUNT KIT • VERTICAL CABINET—ON—CABINET STACKING NOTE: CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. SWING HANDLE J FRONT DOOR 24" EXISTING FLX12WS CABINET (VIF) SWING HANDLE J FRONT DOOR / 25" FLX16WS CABINET w 0 a U M (/1 SWING HANDLE SWING HANDLE N U THE INFORMATION CONTAINED IN THIS SET OF CC`ISTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT 41HICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED. 24" ..YY EXISTING FLX12WS ..YY CABINET (VIF) FRONT DOOR FRONT DOOR EXISTING PLINTH STRAPPING PER MFG. II n LI u FRONT ELEVATIONSIDE ELEVATION A U4Oo441-001®+ FRONT DOOR SWING HANDLE FRONT DOOR SWING HANDLE EXISTING PLINTH PURCELL CABINET (FLX1 6WS) 24"x36" 1 1 "x 17" at&t mobility WESTO WER COMMUNICATIONS PACIFIC TELE000 SERVICES. LLC 11 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 sms ssswo SC78/310595 H 05 0 00 < CO W Q 01 Z CD W 4— CO CO REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A 5 THE INFORMATION CONTAINED IN THIS ST OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC'_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER 016`) CES I0 STRICTLY PROHIBITED. at&t mobility WFs OO WER COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC 1 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 S 4- 0 O N < CD Q m Z < 0 3 o- .&c5 ~ Y D W I- 00 coO REVISIONS NO. EXISTING ANTENNA CONFIGURATION AND SCHEDULE EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900 1 ALU 3JR52703AAAA 5' YES NOT FOR CONSTRUCTION UNLESS LTE 700 4' YES FIBER LTE 700 180' 80-0" 4' 2' YES - FIBER 108'-0" NO LTE 700 180' 80-0" 1 KATHREIN 80010766 4' 0' YES - 108'-0" NO GSM 850 KATHREIN 4'0' YES NOKIA CS72993.08 7/8" UMTS 850 6' YES GSM 1900 180' 80'-0" 1 742-264 14' YES (2) 2 108'-0" NO UMTS 1900 180' 80'-0" 1 KATHREIN 742-264 12' 2 YES (2) LGP 21401 2 7/8" 108'-0" NO LTE WCS 1 ANDREW 5' YES GSM 850 180' 4' YES LTE WCS 180' 80-0" SBNHH-1065C 5' 2' YES - FIBER 108'-0" NO GSM 1900 80'-0" 1 KATHREIN 742-264 14' 2' YES (2) NOKIA CS72993.08 2 7/8" 108'-0" NO UMTS 850 6' YES 7/8" SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR VENDOR MODEL ELEC. MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED UMTS 1900 180' 80'-0" 1 KATHREIN 742-264 12' 0' YES (2) LGP 21401 2 108'-0" NO GSM 850 0' YES SECTOR B AZIMUTH RADCENTER NUMBERTENNAS OF AN VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 1900 260' 80'-0" KATHREIN 742-264 0' 0' YES (2) NOKIA C572993.08 2 7/8" 108'-0" NO LTE 1900 5' YES LTE 7007' AM -X -CD -16- YES FIBER LTE 700 260' 80'-0" 1 ALU 3JR52703AAAA 7' 2' YES - FIBER 108'-0" NO LTE 700 260 80'-0" 1 KMW 65 -00T -RET 7' 2. YES - 108'-0" NO GSM 850 0' YES NOKIA C572993.08 7/8" UMTS 850 0' YES GSM 1900 260' 80'-0" 1 KATHREIN 742-264 0' 0' YES (2) 2 108'-0" NO UMTS 1900 260' 80'-0" 1 KATHREIN 742-264 4' 0' YES (2) LGP 21401 2 7/8" 108'-0" NO LTE WCS ANDREW 5' YES SECTOR C AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE WCS 260' SBNHH-1D65B 5' 2' YES - FIBER 108'-0" NO UMTS 850 0' YES UMTS 850 1 KATHREIN 0' YES LGP 21401 7/8" UMTS 1900 60' 80'-0" 1 KATHREIN 742-264 4' 0 YES (2) LGP 21401 2 7/8" 108'-O" NO UMTS 1900 260' 80'-O" 742-264 4' O' YES (2) 2 108'-0" NO GSM 850 1 6' YES SECTOR C AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 1900 60' 80'-O' KATHREIN 742-264 14' 0' YES (2) NOKIA CS72993.08 2 7/8" 108'-O" NO LTE 700 3' YES FIBER LTE 1900 1 ALU 0' YES LTE 700 60' 80'-0" 1 KATHREIN 80010766 3' 0 YES 108'-0" NO LTE 700 60' 80'-0" 3)652703AAAA 3' 0' YES - FIBER 108'-0" NO GSM 850 6' YES COTES: DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY GSM 1900 60' 80'-0" 1 KATHREIN 742-264 14' 0, YES (2) NOKIA CS72993.08 2 7/8" 108'-0" NO LTE WCS 0' YES • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFOS. E C E VED f •�1J !!!lNOTES:• MU1::: LTE WCS 60' ANDREW SBNHH-1065C 0' O' YES - FIBER 108'-0" NO UMTS 850 O' YES UMTS 19004' 60' KATHREIN 742-264 O' YES - 2 7/8" 108'-0" NO DO NOT USE COAX LENGTHS FOR CUT LENGTHS: F,STIMATES ONLYPROPOSED AT&T LTE PANELCOM • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS.ANTENNA (1 PER SECTOR,DEVE�,,,pp3 TOTAL) '' 4 PROPOSED AT&T RRH UNIT �✓ (2 PER SECTOR, 6 TOTAL) ©0 ANEL ANTSTING ENNA A (1&PER T MSECTS TOR, l �A COMIC' �•�� fAV,A,xIx ,�i. x\ `t`I ^M �`�l GSM �\i 1'%� 3 TOTAL) TO 8E RELOCATED x ,\j GSM UMTS ±.V %(�V'AlNI11 k0 004%0 /9�� .*'XY}7QQi( �. �"9C0 R / M�`r��L�,/� �,�'�+. Z�iUy3q ` 'Y / ww��,, ,,nn ��A-+� r. - 6 RELOCATED EXISTING 1 v� xN,r AT&T SURGE SUPPRESSION X* 'NnC15 UNIT MOUNTED TO EXISTING ')(I(�(){)tX. ., MONOPOLE Ox NW, e i _ kC&X�i)L EXISTING AT&T (1) SURGE SUPPRESSION UNIT TO BE RELOCATED (I �j /»'/A..WN J'Titia;, RELOCATED AT&T GSM i^iVN.'UM4AW,A' 1, PANEL ANTENNA •(1 PER SECTOR, 3 TOTAL) SA,A1 RELOCATED EXISTING MONOPOLE TO REMAIN Q AT&T RRH UNITEXISTING ;� (1 PER SECTOR, 3 TOTAL) LTE AT&T RRH UNIT E PER SECTOR, 3 TOTAL) ` TO BE RELOCATED LTE EXISTING 121'-0" AGL .0,� MONOPOLE � a;-�yf. ',y EXISTING MONOPOLE SECTOR B TF1 .• 26p• .r.- , �\ � t � *:• C�,�:: , jAgr ., ��J/ GSM 4�!II Y`, .4t.: -f- �-" .''.:31''''''71. ,x{ ` ‘21. /4-70.4"-,......4."f . \. ,�`� \ i •. w I!-- ,'e,`�o n L ^L ,, •' ' CLIMBING PEGS G L:,;�� " u iJ•°: C ORx�,J�� F.Z ti � v.+ by P \ �' PROPOSED AT&T LTE PANEL r ANTENNA (1 PER SECTOR, I'4 ) 3 TOTAL �l /�/ $ /` /' PROPOSED AT&T RRH UNIT � , ,��''�.. (1 PER SECTOR, 3 TOTAL) �I _x ti44%,�` kV N. ��?lx I 1 SECTOR I�UTH \�l 6p. '� AZ 11i !'�� EXISTING AT&T GSM PANEL ANTENNA (1 PER SECTOR, " \s 3 TOTAL TO BE RELOCATED � UMTS ) O 1focL 'vim Iv sC° p"D`I'J j1 6p T&T ANTENNA �•.(• lk i EXISTFRAMNG EFRAME TO BE MOUNTINGii 1 REMOVED Lj EXISTING AT&T LTE PANEL /4-'1' ANTENNA (1 PER SECTOR, t' , 3 TOTAL) TO BE REMOVED LTE "-�f''-��T` PROPOSED AT&T (1) �;��} S s`!y f ✓' L SURGE SUPPRESSION Ti „. s f 2�, i/ � UNIT } 'v�SR`�� RELOCATED AT&T UMTS i LTE UMTS :1/4 ii. • �yifx E',..-1,,e,'✓� r- / t 1yY -5 'S<a � ;_.. PANEL ANTENNA t } i ''7 . y (1 PER SECTOR, 3 TOTAL) t nad i'\ I� ��'► �• , . " `.y �.�.� .a -y ♦ F ^, ? }6�# -� ` . x'! a �L'YlAii. r "SZ' - �j• .. .. 1" ., ..i `/ iii tiv WO — ■I i i Cti.' i — __-I i.....i i UMTS Q o i GSM LTE aLo too 1 (.14 - O074. ) < o a co PROPOSED AT&T NEW LOW GSM - 7 LTE PROFILE PLATFORM WRH HAND RAILING KR ANTENNA ANTENNAUMTS FRAME nir LTE � TYPICAL 24"x36" SCALE: 3/4" = 1'-0" IMMI IMMINI PROPOSED ANTENNA CONFIGURATION % 24"x36" SCALE: 3/4" = 1'-O" ->-1 EXISTING ANTENNA CONFIGURATION 1 11"x17" SCALE: 3/8" - 1'-0" 1' 6' 0' 1' 11"x17" SCALE: 3/8" = 1'-0" 1' 6' O' 1' .: THE INFORMATION CONTAINED IN THIS ST OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC'_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER 016`) CES I0 STRICTLY PROHIBITED. at&t mobility WFs OO WER COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC 1 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 S 4- 0 O N < CD Q m Z < 0 3 o- .&c5 ~ Y D W I- 00 coO REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS T D5/20/14 ISSUED FOR MAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 THE INFORMATION CONTAINED IN THIS SET 01 CONSTRUCTION DOCUMENTS 'S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER <_ERV:CES IS STRICTLY PROHIBITED. at&t mobility WEST VER COMMUNICATIONS PACIrIC TELECOU SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE MECHANICAL DOWNTILT 11.85 BRACKET 7.1 INITIAL MANUFACTURER: ANDREW 03/25/14 IIIIIIB KB B 04/16/14 MODEL: SBNH-106565C WEIGHT: 60.85 LBS DIMENSIONS: 96.42" X 11.85" X 7.1" FREQUENCY: REFER TO RF DATA SHEET ZLN 0 05/16/14 c._�iT SS 1 05/20/14 MANUFACTURER: ALCATEL LUCENT MODEL: 3JR52701AAAA WEIGHT: PER MANUFACTURER DIMENSIONS: 80" X 13.4" X 16.5" FREQUENCY: REFER TO RF DATA SHEET MECHANICAL DOWNTILT BRACKET 16.5" 13.4" AT&T GPS ANTENNA . 1 L 11 85 13.4" / \ \ NOT FOR CONSTRUCTION UNLESS ,.IC. 1■ 41E1 I IN.I7 1 7/8" O.D. PIPE1 \ CLAMP SET (PART# ACP08K)IKIP SITE PRO 1 PIPE TO PIPE (] OR APPROVED EQUAL OIIIID a -- 'II 11110 I2 11.85 a a ,_ a tQj 2 13.4.. a 0 m is RF CONNECTOR, TYP pm ^ m 0 0 NOTS: 1. LOCATION OF HAVE ANY BLOCKAGES AROUND THE 2. ALL GPS ANTENNA ANTENNA GPS SUPPORT POST MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE ANTENNA. LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS II I FROM A ._ [i) BOTTOM RF CONNECTOR, TYP V�. . a al REMOTE ELECTRICAL DOWNTI LT ACTUATOR tt CONNECTION, TYP TQt BOTTOM _ - \\\\\\ FRONT \ SDE \ MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. GPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING CPS ANTENNA 4. IF MORE THAN (1) PURCELL CABINET IS INSTALLED ON SITE; INSTALL GPS SPLITTER: LUCENT, 408762045, KS24535L10, 1:2 GPS SPLITTER, ASSEMBLY ` RF CONNECTOR, TYP • \ \ • RF CONNECTOR, TYP FRONT ME NOTE: VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. NOT USED (� GPS ANTENNA j ALU ANTENNA SPECIFICATION ANDREW ANTENNA SPECIFICATION 7 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE j O 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 9 24" 36" SCALE: 3/4" = 1'-0" 11"x17" SCALE: 3/8" = 1'-0" 24"x36" SCALE 3/4" = 1'-0" 11"x17" SCALE: 3/8" = 1'-0" / ....i,.../i, i,, �,4 �° OPV Viz - MINT NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS NOTE: RRH'S TO BE MOUNTED MANUFACTURE SPECIFICATOINS PER \ Illlillllllllllllllllll *®®®Cp ^ \ ••• : ^' \ 1L( IE 11.5" I mE / 12.00" a a ai / /1 / • _', • • o M \ Q /52" / w O. OY'74 NOT USED G i m � \4 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE - O m �_l MONOPOLE 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT (#81841) MONOPOLE RAYCAP "SQUID" DC FRONT O�� SURGE PROTECTOR �� STANDOFF SS BANDING MANUFACTURER: ALCATEL-LUCENT MODEL: RRH2X40-07L-DE HEIGHT: 24.8" WIDTH: 11.5" DEPTH: 5.7" WEIGHT: 52.91 LBS === STANDOFF SS BANDING �0 \ FRONT MANUFACTURER: ALCATEL-LUCENT MODEL: RRH2X60-1900 HEIGHT: 18.90" WIDTH: 11.52" DEPTH: 9.05" WEIGHT: 50 LBS _-_ �� illi m= =m �I 1 7/8"0 PIPE INCLUDED i �.jI �.� IN MOUNTING KIT (#B1841) "SQUID" DC MANUFACTURER: ALCATEL-LUCENT MODEL: RRH4X25-WCS HEIGHT: 31.5"4WIDTH: 12.0", DEPTH: 8.7" WEIGHT: 70 LBS SURGE &l•. '�f RRH2x60-1 900 PLAN ELEVATION SPECIFICATION SURGE SUPPRESSION UNIT 1 NOT USED = RRH2x40 SPECIFICATION ^ WCS RRH SPECIFICATION 24"x36" SCALE: 1-1/2" = 1.-0" 11"x17" SCALE: 3/2" = 1'-0" 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE J 24"x36" SCALE: 1-1/2" = 1'-0" 11"x17" SCALE: 3/4" = 1'-0" 24"x36" SCALE: 1-1/2" = 1'-0" 11"x17" SCALE: 3/4" = 1'-0" 24"x36" SCALE: 1 1/2"=1'-0" 11"x17" SCALE: 3/4"=1'-0" j THE INFORMATION CONTAINED IN THIS SET 01 CONSTRUCTION DOCUMENTS 'S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER <_ERV:CES IS STRICTLY PROHIBITED. at&t mobility WEST VER COMMUNICATIONS PACIrIC TELECOU SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF -2 TRUE NORTH earth kr he aaorma.a by OR ....may (i( possible). NOTE: GROUNDING FOR RELOCATED/PROPOSED ATNENNAS/RRH UNITS IS SHOWN IN ONLY ONE SECTOR FOR CLARITY. GROUNDING IS TYPICAL FOR ALL SECTORS. u4-0014 GROUNDING KEYED NOTES: 01 CAD WELD (TYP). SEE DETAIL 2/E-2. O2 ANTENNA GROUND BUS BAR NEAR AT TOP OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. OMONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. O#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 12) SEE DETAIL 5/E-2. OEXISTING GROUND FROM ANTENNA GROUND BUS BAR TO 5 MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. ©#6 AWG RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 12) SEE DETAIL 5/E-2. O#6 AWG SURGE SUPPRESSION UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 2) SEE DETAIL 5/E-2. ®#6 AWG PURCELL CABINET GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. O#6 AWG TE40 CABINET GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. RECEIVED j :cv 1 ? i'} COMMUNI i Y DEVELOPMENT GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1 ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T MOBILITY REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES 24"x36" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' SCHEMATIC GROUNDING PLAN • • • COPPER GROUND ROD TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD. SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 -POINT GROUND TEST OR 3 -POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED, at&t mobility WES OWER COMMUNICATIONS PACIFIC YELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN.02-18-15 0 Z so Z SC78/310595 1= 0 0 5- D0 < (D OD a05 Z 0 3 D- §5 N < Y W I— CO IDO REVISIONS NO. DATE DESCRIPTION INITIAL A 02/25/14 ISSUED FOR PCO REVIEW KB B 00/16/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/11 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR FINOL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED. at&t mobility WEs O WER' COMMUNICATIONS PACIFM TELECOM SERVICES. <« 4072 yde THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 woo' c2i SC78/310595 REVISIONS NO. DATE RECEIVE° . J . 1/ /.44 (:1 !" ;{ -.l{ 1 ''''' V,1 w NOT USED A NOT USED ISSUED FOR PCD REVIEW NOT USED B NOT USED ISSUED FOR PCD REVIEW 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 12 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 15 NOT USED COAXIAL GROUND KITS W/ LONG BARRELCOMPRESSION NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL DOUBLE LUGS, ATTACH TO / GROUND BAR & INSTALL BY ANTENNA CONTRACTOR 0 r COPPER GROUND BAR. INSTALLED BY / GENERAL CONTRACTOR o 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / O 24" O / / `--------- FIELD VERIFY #2 TINNED SOLID BARE COPPER WIRE _________--••GROUND NOT USED BAR n 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 7 24"x36" SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE 1 O 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11 #6 AWG FROM ANTENNA CABLE GROUND KIT \ ••y ANTENNA CABLE \ (TYPICALLY) TO 24' TO ANTENNAS RX2 Y TX1/RX1 WEATHERPROOFING I, * KIT (TYP.) COAX JUMPER , , GROUND KIT (TYP.) C•I 12" 120" MAX. COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER .,o .o .o ..o ,..o ..o ,..e WEATHERPROOFING KIT ======._ ��S i1�\�N�1 / N7 \ V� (TMP.) CONNECTOR WEATHERPROOFING 1 1 #6 AWG itPR ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER _,11- w/ BAR BUS (SEE NOTE 3) CABLE GROUND KIT ' O OQ OOOO ___.A-.__../ OQ OQ ( �, OO '�O') '''.._,A..-/ O `J ` GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR 'TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH 2 AWG BCW TO # �-�� BUILDING SERVICE GROUND OR GROUND RING GROUND CONDUCTOR SHALL BE ELIMINATED WHEN NOTES' 1.D0 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 ANTENNA CABLE COPPER ANTENNA GROUND TO EQUIPMENT (TYP.) BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NTE: GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE GROUND CABLE CONNECTION GROUND WIRE INSTALLATION '"] NOT USED Q� 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 5 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE v 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE / 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE Q 44°0014. LI Wit, TYPE TA 'N.40 TYPE VN .• .. TYPE NC * TSP ,aa ill... � TYP W Cry TYPE VS TYPE VB TYPE PT Oeste III TYPE GT i•, TYPE GY TYPE Kms;; GR �; TYP GL NOT USED NOT USED CADWELD GROUNDING CONNECTIONS NOT USED 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2 24"x36" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1 24"x36" SCALE: NOT TO SCALE 11"x17" SCAI F: NOT TO SCAT F 3 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE /1 '-f THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE CR DISC_OSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERV CES IS STRICTLY PROHIBITED. at&t mobility WEs O WER' COMMUNICATIONS PACIFM TELECOM SERVICES. <« 4072 yde THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 woo' c2i SC78/310595 REVISIONS NO. DATE DESCRIPTION INITIAL A 03/25/14 ISSUED FOR PCD REVIEW KB B 04/15/14 ISSUED FOR PCD REVIEW ZLN 0 05/16/14 ISSUED FOR FCD REVIEW SS 1 05/20/14 ISSUED FOR FINAL CONSTRUCTION ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2