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HomeMy WebLinkAboutPermit PL14-0052 - ZACH PHILLIPS - AT&T TYPE 1 WIRELESS TELECOMMUNICATION FACILITIESSSO5 SOUTHCENTER - AT&T 15700 NELSON PL PL14-0052 L14-0078 WIRELESS TELECOMMUNICATIONS FACILITY City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 23, 2014 NOTICE OF DECISION To: Zach Phillips 1001 SE Water Ave Ste 180 Portland OR 97214 Cell Tower Lease Acquisition, LLC Crown Castle, Authorized Agent 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. Project File Number: Applicant: Type of Permit Applied for: Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: I. PROJECT INFORMATION L14-0078 Zach Phillips (on behalf of AT&T) Type 1 Wireless Telecommunications Facilities Permit Approval of a Type I Wireless Telecommunication Facilities Permit to replace three antennas and add three additional antennas onto an existing communication tower. 15700 Nelson Place, Tukwila, WA 98188. Parcel # 0005800029 L11-014 Tukwila Urban Center 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: Page 1 of 3 12/23/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 1. Applicant shal➢ install emergency power off switch for antenna array for emergency responders. IH. 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. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. 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. 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 12/23/2014 decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. 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.Dhaliwal@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. Department of Community evelopment City of Tukwila Page 3 of 3 12/23/2014 City of Tukwila Permit Center 6300 Southcenter Blvd. Tukwila, WA 98188 c r7CEIVED DEC 022014 /, JI 1 Y DEVELOPMENT RE: TYPE I Permit for Wireless Telecommunications Facility Modification to Existing AT&T Facility, SSO5 Southcenter —15700 Nelson PI. 1001 SE Water Ave., Ste 180 Portland, OR 97214 (503) 708-9200 Dear Permit Center Staff: AT&T would like to replace three (9) and add three (9) additional antennas onto an existing wireless communication tower located in the City of Tukwila. The new antennas will be 6" lower than the existing antennas. There will be no additional height added to the tower support structure. The AT&T facility has been previously approved for collocation at this site. 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 Adding 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 115' tower. AT&T's current antenna tip height is 120'-6". The new antennas would have a tip height of 120'. There will be no additional height added to this facility. 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 note on sheet A2 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 replace 9 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 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. 1001 SE Water Ave., Ste 180 Portland, OR 97214 (503) 708-9200 Response: AT&T will utilize existing racks and cabinets inside of existing equipment room to install additional support equipment. 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 not 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 or zphillips@ptswa.com. Thank you for your time and consideration. Sincerely, Zach Phillips PTS st A AMERICAN TOWER" CORPORATION LETTER OF AUTHORIZATION LICENSEE NAME: CROWN CASTLE ATC SITE # / NAME: 9013/Whitney P South SITE ADDRESS: 15700 Nelson Place South, Tukwila, WA 98188 ASSIGNMENT OF EASEMENT DATED 7/31/2006 I, Cell Tower Lease Acquisition, LLC (Lessor, Property Owner, and or duly authorized agent thereof) of the property identified above do hereby authorize CROWN CASTLE, American Tower*, their parents, subsidiaries, affiliates, successors, assigns, contractors, and agents, to act as my non-exclusive agent for the sole purpose of filing and consummating any current or future land -use or construction permit application(s) as may be required by the applicable permitting authorities. Signature: Print Name: NOTARY BLOCK Hh-velar 4- �obt Oo� ?-C h iso t -3--L. State of 1'4(155 6 Lht) 1€1+5 ) County of M I dd 1 >! .1'1- ) On NIG rC.M✓ e 2)5 2s,bfotre me, l Or>z-) 4..e L– IL -C 14 I I.— personally appeared n M Axf 1 '10 �� �---so -- 1 �t �t o ,. CvunsGt , who provide to me on the basis of satisfactory evidence -6 be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of Ng 56 einiietigSt the foregoing paragraph is true and correct. Witness my hand and official seal. Signature _. 0,-,%) (Seal) My Commission Expires: $ (21 (9,D 15 BONNIE L. BELAIR Notary Public Commonwealth of Massachusetts My Commission Expires August 27, 2015 *American Tower as used herein includes any affiliates or subsidiaries of American Tower Corporation 10 Presidential Way • Woburn, MA 01801 • 781.926.4500 Office • 781.926.4555 Fax • www.americantower.com STATE OF WASHINGTON 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 ss 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 me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 15700 Nelson Place, Tukwila, WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the 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 (city), (state), on , 20 (Print Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF , 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on \\deptstore\City Common\Teri\Revisions In Progress\Wireless Communication Facility-Jan201 I.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). 1 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). 1 NA 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; 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. 1 NA 8. Sensitive Area studies and proposed mitigation (if required). j NA 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; 11. Materials board for the screening material; 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 l.docx •r CITY OF TUKWILA Department of Community Develo 6300 Southcenter Boulevard, Tukwila, W Telephone: (206) 431-3670 RECEIVED DEC 022014 WIRELESS TELE— COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONLY Planner: Application Complete Date: Periraits Plus Type .P -WIRE File Number: L f /� ,66 T -.T5 -***1 Project File Number: Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SSO5 Southcenter BRIEF DESCRIPTION OF PROJECT: Replace 9 antennas with new antennas and add ancillary equipment. CIRCLE TYPE - ■ TYPE 1 TYPE 2 TYPE 3 (PUBLIC REARING NOTICE RQD) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 15700 Nelson Place, Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1000580-0029-05 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) Address: 1001 SE Water Ave., Ste 180, Portland, OR 97214 Phone: (503) 232-5213 FAX: E-mail: zphillips@ptswa.com Signature: I L Date: `?i+ It 1111 \\deptstore\City Common\Teri\Revisions In Progress\Wireless Communication Facility-Jan2011.docx • PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY 8Y REMOVING (9) DOSING ANTENNAS AND ADDING (9) NEW PANEL ANTENNAS (3 PER SECTOR. (6) RRH UNITS (2 PER SECTOR), AND (1) SURGE SUPPRESSION UNIT MOUNTED NEAR ANTENNAS TO AN EXISTING ANTENNA MOUNTING FRAME. AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT WRHIN AN EXISTING EQUIPMENT RACK WITHIN AN EXISTING SHELTER. . IPPUCANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION - ZONING CLASSIFICATION: TUC CONSTRUCTION TYPE 118 BUILDING CODE: 2012 IBC OCCUPANCY: S-2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOMMUNICATIONS FACILITY PROPOSED USE UNMANNED TELECOMMUNICATIONS FACILITY SITE LOCATION: (BASED ON NAD 83)• LATITUDE: 47 27' 42.9984' N (47.4619440) LONGITUDE -122' 14' 34.0008" W (-11.2427780) TOP OF STRUCTURE AGL: 115'-0' BASE OF STRUCTURE AMSL• 28'-0' PARCEL NUMBER: 1000580-0029-05 GENERAL INFORMATION. 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC 15 UNAFFECTED. PROPERTY OWNER: WILTON FAMILY PT SHIP LP 18515 134114 STREET NE MONROE. WA 98272 TOWER OWNER. CROWN CASTLE 2000 CORPORATE DRNE CANONSBURG, PA 15317 CONTACT: GARRIT ERICKSON PH: (425) 202-2776 TEAM LEAD' WESTOWER COMMUNICATIONS 1203 114111 AVE SE BELLEVUE. WA 98004 CONTACT: ANGIE PRETTY PH: (425) 941-5941 ZONING / SITE ACQUISITION. PACIFIC TELECOM SERVICES. LLC 506 2ND AVENUE, SUITE 210 SEATTLE, WA 98104 CONTACT: JOSHUA ROBERTS PH: (206) 342-6382 CONSTRUCTION MANAGER: WESTOWER COMMUNICATIONS 1203 114114 AVE SE BELLEVUE, WA 98004 CONTACT: STEVEN EVENSON PH: (425) 301-4633 PROJECT TEAM PROJECT ARCHITECT THOMAS R. HOLLAND. AIA PACIFIC TELECOM SERVICES. LLC 506 SECOND AVE, SUITE 210 SEATTLE, WA 98104 CONTACT: ZACHARY NESGODA PH: (206) 342-6383 EMAIL: ZNESGODACPTSWA.COM PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET. SUITE 500 MERCER ISLAND. WA 98040 PH: (206) 819-4727 at&t mobility SOUTHCENTER SSOS/CROAT ID: 856360 15700 NELSON' PL TUKWILA, WA 98188 DRIVING DIRECTIONS START FROM REGIONAL OFFICE, WA 1. DEPART NE 72ND WAY TOWARD 164111 AVE NE 0.1 MI 2. TURN RIGHT ONTO 164111 AVE NE. AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 0.4 111 3. TURN LEFT ONTO LEARY WAY NE 0.1 1,11 4. ROAD NAME CHANGES TO NE LEARN WAY 0.2 MI 5. TAKE RAMP RIGHT FOR SR -520 WEST TOWARDSEATRE 5.0 All 6. TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARDRENTON 14.0 MI 7. AT EXIT 1, TAKE RAMP RIGHT TOWARD W. VALLEY HW)'. / TUKWILA 0.3 MI 8. TURN RIGHT ONTO INTERURBAN AVE S 0.1 MI 9. BEAR RIGHT ONTO SR -181 / W VALLEY HWY 0.2 MI 10. TURN LEFT ONTO 5 156TH ST 0.1 1.11 11. TURN LEFT ONTO NELSON PL 0.1 MI ARRIVE AT 15700 NELSON PL TUKWILA. WA 98188-5502 ON THE LEFT APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: 0 07/25/14 LANDLORD: MR 1 RF MANAGER: 691ED FOR NMR 0016165/ II ZLN SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET COMPUANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED DRAWING INDEX SHEET DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES 0-2 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 COMPOUND PLAN A-3 EXISTING & PROPOSED EQUIPMENT PLAN A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 DETAILS A-6 DETAILS RF -1 ANTENNA CONFIGURATIONS RF -2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTRUCTION DRAWINGS 08-14-2014 PER. RFDS V2.0 DATED 06-11-14 LEGAL DESCRIPTION MEADER HENRY D -C /46 LOT 1 OF CITY OF TUKWILA SHORT PUT NO 91-10-22 RECORDING NO 9211101676 SAID SHORT PLAT DAF -POR OF HENRY MEADER D C NO 46 IN SECTION 24-23-04 DAF -BEG SW CORNER OF SECTION 24111 S 87-48-34 E 1110.88 FT TO MONUMENTED C/L, OF STATE ROAD 2-A4 WEST VALLEY ROAD TH N 07-42-44 W 587.30 FT TH N 87-08-00 E ALG C/L OF 5 158Th ST 519.25 FT TO ELY MARGIN OF PUGET SOUND POWER & UGHT CD R/W TH N 01-21-41 W 18.08 FT TO PO8 111 N 87-15-22 E ALG NLY MGN OF 5 158TH ST 127.98 FT TO WLY MGN OF CHICAGO -MILWAUKEE & ST PAUL RR R/W TH N 03-34-46 E 273.59 FT TH S 87-15-22 W 152.17 FT TO PUGET SOUND POWER & UGHT ND R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OR LESS TO POB. ABBREVIATIONS A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CEIUNG CUR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIAG DIAGONAL DN DOWN DET DETAIL DWG DRAWING EA EACH ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIN FINISH FLUOR FLUORESCENT FIR FLOOR FT FOOT GA GALV GC GRND GYP BD GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HR HT HVAC ID IN INFO INSUL INT IBC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING NSIDE DIAMETER NCH NFORMATION NSULATION NTERIOR NTERNATIONAL BUILDING CODE LBS POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS NA NIC NTS NOT APPUCABIE NOT IN CONTRACT NOT TO SCALE OC ON CENTER 00 OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM RO PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED RO0M ROUGH OPENING SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STANDARD SUSP SUSPENDED THRU THROUGH TNNG TINNED TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ W/OP L14.O67B WITH WITHOUT WATER PROOF THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility wms COMMUNICATIONS PACIVIC TILIC011 1CAYICCf. LLC 4072 REGISTERED\Aj, y/�S HOMAS R. STATE OF WASHINGTON REN. 02.18.15 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 NO. DATE DESCRIPTION INITIAL A 05/25/I4 ISSUED FOR PC0 REVIEW SS 0 07/25/14 MED FOR 1168.60161115101 MR 1 02/14/14 691ED FOR NMR 0016165/ II 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 UNITED 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 FAMIUARIZE 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 ACCOMPUSHED 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 ARCHRECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN 11-15 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. 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. 1115 CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. 8. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED. AND PROVIDE NETWORK CARRIER PROOF OF UCENSE(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 APPUCABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL UKEWISE ISSUE NOTICE TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY, MUNICIPALITY, UTIUTY 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 CONDTION, 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 114E 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 1S IN PROGRESS UNTIL THE JOB L4 COMPLETE. 16. THE CONTRACTOR HAS THE RESPONSIBIUTY 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 DR CONJUNCTION WITH THE EXECUTION OF THE WORK. 17. AU. EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO 8E 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 PUBUSHED 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 DOESNT HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 20. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L USTED OR FIRE MARSHALL APPROVED MATERIALS IF APPUCABLE TO THE SUBJECT FACIUTY AND OR PROJECT SITE. 21. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO 8E 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-A1 OBC 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 COMPU NT INSTALLATION. 27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL ERECT, EVENLY AUGNED, 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 UKEWISE 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 8E 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 PUBUC PROPERTY WITHOUT A PERMIT TO 00 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 UTILTITES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE -CALL UTIUTY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 36. WHEN APPUCABLE, 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 CML 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 REDUNED CONSTRUCTION SET'. 39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED 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 MID 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. 11H5 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 APPUCATIONS SHALL BE FILED 81' 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 UTIUZED 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 ONES 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, A140 HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 100% 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 810) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 53. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABUNG TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL 8E PANDUIT CORP. METAL LOCKING TES 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 BID AND CONSTRUCTION PROJECT. 55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY 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. 56. 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. 57. THE CONTRACTOR SHALL PROVIDE MATERIALS UST (80M) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION. 1-14-1-0016 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WAS Two MIR COMMUNICATIONS PACIFIC TILICON ftOYICIS. LLC 4072 I REGISTERED SARCHITEC N HOMAS R. OL ND STATE OF WASHINGTON REN. 02-18-15soTTTO _ l o To REVISIONS NO. DATE DESCRIPTION INITIAL A 06/15/14 ISSUED FOR PCD REVIEW 5S 0 17/11/14 54.60 RR RYL 00167957601 WJR 1 01/14/14 64ED 10R NOL OC161AJCIOI ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G-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 TUKWIUt Wk 98188 - ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) - BASIC WP4D SPEED 110 MPH (PER 2012 T9C) -WIND EXPOSURE C -SEISMIC ZONE D CONCRETE NOTES (WHEN APPLICABLE): 1. CONCRETE SHALL BE MIXED. PROPORTIONED. CONVEYED AND PLACED IN ACCORDANCE WRH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fe=2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE 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 BE IN ACCORDANCE WRH 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 Si). GRADE 60. fy-50,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 SPIRAL REINFORCEMENT SHAU. 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 AU. CONTINUOUS REINFORCEMENT /5 AND SMALLER 40 BAR DIAMETERS OR 2'-0' MINIMUM PROVIDE CORNER BARS AT ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS j5 AND SMALLER 40 BAR DIAMETERS OR 2'-0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-02, CLASS B 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: - FTGS & 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 (WHEN APPLICABLE): 1. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON EITHER AISC-LRFD, RISC 355, OR NSC -HSS AND SECTION 2205 2 OF THE INTERNATIONAL BUILDING CODE 2. A EITHER AJSC-LRFD, AISC 355, OR NSC -HSS & SECTION 2205.2 OF THE INT' I. BUILDING CODE B 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 KSI OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy=36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B. Fy=35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500. GRADE B. Fy=46KS1. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 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 APPUCABLE 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 APPUCABLE): 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 ACTMTIES 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 UNE. 4. SAFETY UNE SHALL BE MINIMUM )4' DIAMETER NYLON. WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY UNE 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 SHAU. OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: -INSPECTION OF CONSTRUCTION AREA FOR HAZARDS - USE OF AN INSPECTION CHECK UST -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 -RECEMNG 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 PUBUCATION) REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS: -29 CFR 1926.500 - SCOPE, APPUCATION, 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 COMPUANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2.500 PSI (514 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: O GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERUNE PROPERTY/LEASE UNE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS (E) BRICK ® (E) MASONRY CONCRETE EARTH GRAVEL ® PLYWOOD SAND WOOD CONTINUOUS WOOD BLOCKING 1><.1 (N) (E) 4 rr • ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRN D. CONN. • CADWELD GROUND ACCESS WELL QE ELECTRIC BOX QT TELEPHONE BOX UGHT POLE O FND. MONUMENT SPOT ELEVATION ® SET POINT Q REVISION ❑ ADHESTVE BOLTS IN CONCRETE OR MASONRY ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE 0 HIGH 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 DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT 0 DESIGNER SPECIFIED (SEE SHEET/_) ❑ OTHER 018 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WrGS Two wF.R, COMMUNICATIONS ••CIFIC Ttt[eoM 11101000. LLC 4072 (REGISTERED I ARCHI�� ��R. OL D STATE OF WASHINGTON REN. 02.11115 ow Q z u H (r]O CV oo SS05/ CRO REVISIONS NO. DATE DESCRIPTION INITIAL A 00/25/14 ISSUED FOR PCD RESEW S5 0 07/25/14 690D RR RML COISIRLICION WJR 1 08/14/14 SAG FOR AWL W G1P0CIl5N ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 51 ST PLACE SOUTH EXISTING BUILDING PROPERTY UNE ////////////////////////////////j / / / BUILDING/ / / / / / ry S• : 59.-9' COMPOUND SETBACK r EXISTING TREES rn RAILROAD TRACKS LEGEND SUBJECT BOUNDARY UNE - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY UNE ADJACENT BOUNDARY UNE SECTIONAL BREAKDOWN UNE OHP— OHP OVERHEAD POWER UNE — uGP uCP— UGP— BURIED POWER UNE BURIED GAS UNE OHT OHT OVERHEAD TELEPHONE LINE ucr ucr ucr — BURIED TELEPHONE UNE —w —w —w —w — BURIED WATER UNE —ssssss— BURIED SANITARY SEWER —SD SD SD— BURIED STORM DRAIN DITCH LINE/FLOW UNE ROCK RETAINING WALL VEGETATION UNE — x — x — x —x—x— CHAIN LINK FENCE ❑ ❑ 0 WOOD FENCE —x — x — x — x — x — BARBED WIRE/WIRE FENCE TRANSFORMER FIRE HYDRANT kY LIGHT STANDARD Ix1 GATE VALVE © POWER VAULT W nATER METER ® UTILITY BOX SD, FIRE STAND PIPE 0 UTILITY POLE 0 CATCH BASIN, TYPE I E— POLE GUY WIRE I CATCH BASIN. TYPE II D1 GAS VALVE a SIGN ® GAS METER 0 BOLLARD OT TELEPHONE VAULT c MAIL BOX O TELEPHONE RISER 234.21 SPOT ELEVATION LEGAL DESCRIPTION: MEADER HENRY D -C /46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 91-10-22 RECORDING NO 9211101676 SAID SHORT PLAT DAF -POR OF HENRY MEADER D C NO 46 IN SECTION 24-23-04 DAF -BEG SW CORNER OF SECTION 24TH S 87-48-34 E 1110.88 Fr TO MONUMENTED C/L, OF STATE ROAD 2-M WEST VALLEY ROAD TH N 07-42-44 W 587.30 Fr TH N 87-08-00 E ALG C/L OF S 158TH ST 519.25 FT TO ELY MARGIN OF PUGET SOUND POWER & UGHT CD R/W TH N 01-21-41 W 18.08 FT TO POB TH N 87-15-22 E ALG NLY MGN OF S 158TH ST 127.98 FT TO WLY MGN OF CHICAGO -MILWAUKEE & ST PAUL RR R/W TH N 03-34-46 E 273.59 FT TH S 87-15-22 W 152.17 FT TO PUGET SOUND POWER & LIGHT ND R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OR LESS TO POB. PARCEPARCE NYRE BER• 1000580-0029-05 TRUE NORTH MMI, N MMIse,IImd by meta,, D1 Possible). 24x36' SCALE: 1' - 20.-00 11.017' SCALE 1' - 40.-00 2713. DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY UNES, EASEMENTS, SETBACKS AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. 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 VICINITY MAP LI 4 imp 007E SITE PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WzS TowW1 COMMUNICATIONS PACIFIC TCLCCOY 0CCVICC5. LLC 4072 REGISTERED ARCHI„,/ f5R OL D STATE OF WASHINGTON REN. 02-1-15 SS05/ REVISIONS NO. DATE DESCRIPTION INRML A 01/45/14 ISSUED FOR PCD REVIEW SS 0 07/75/14 SSED FOR FM OOIIS1RICIQI WJR 1 01/I4/14 69ED RIR RM. W161PolCId1 2LN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 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 m *4 EXISTING AT&T EQUIPMENT SMELTER EXISTING AT&T CHAIN UNK FENCE EXISTING AT&T SHELTER MOUNTED HVAC UNIT EXISTING CONCRETE ACCESS STOOP EXISTING EQUIPMENT SHELTER ACCESS DOOR 53'-7• EXISTING AT&T FENCED COMPOUND 5'-0' x EXISTING AT&T EQUIPMENT SHELTER 1' EXISTING AT&T SHELTER MOUNTED HVAC UNIT x x x x x x x x x x x (STING AT&T ICE BRIDGE X X 04 EXISTING AT&T (2) GPS ANTENNA MOUNTED ON SHELTER WALL DUSTING AT&T 12'-0" DOUBLE SWING CHAIN UNK SITE ACCESS GATE EXISTING AT&T UTILITY H -FRAME O _® ®e0, *J 4 4 4 4' 44 a 4 4 4 4 4 4 4 4 4 4 a 4 a4 4 d 4 4 4 4 4 4 a 444 a 4 4 x x x x x '1 X x 4 x 4 4 ZTISTING GRAVEL' 4 4 4 4 4 a 4 4 4 4 4 4 a 4' a 4 4 4 4 4 4 4 a 4 a 4 n a 4 4 . 4 4 a 4 Q IX x X a X x x 'X X X X X X x x^ X x X x° °X X 4 4 a4 a a 4 44 4 4 4 4 ad J a 4 d a 4 4< a 4 a <4 a 4 4 e 4 4 a d J 4 a X X 4 � ' 44 a x EXISTING AT&T FENCED COMPOUND L14-0078 TRUE NORTH WIrW b M d.4. ln.d L. d1. a..., M ....WO. 24'x36. SCALE 3/16' . 1'-0� 1 1x17' SCALE: 3/32' a 1'-0. 4 2 0 4' WWI NM WEI1 COMPOUND PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility Wise COMMUNICATIONS PACIFIC TCLCCON SC.VICCI. LLC 4072 REGISTERED I ARCHI�� ��R. OL D 1 STATE OF WASHINGTON REN. 02-18-15.. REVISIONS NO. DATE DESCRIPTION INIML. A 01/25/14 15SUED FOR PCD RENEW S o 51/25/14 ISSlm RIR RM. 1 SS1R1CILN WJR 1 01/14/14 ISSUED FM HPL CONSIR1C0011 ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE COMPOUND PLAN SHEET NUMBER A-2 27'-0• 1O'-5' / 2'-0- 2'-0 / / EXISTING AT&T SHELTER ACCESS STOOP EXISTING AT&T SHELTER ACCESS 000R EXISTING AT&T UMTS - CABINET ¢ e T, T - EXISTING EXISTING AT&T RACK I `AT&T RACK' OPROPOSED LTE EQUIPMENT TO BE INSTALLED WITHIN AN EXISTING EQUIPMENT RACK EXISTING A/C AWN BREAKER PANEL AT&T ARGUS PDU RACK O WITH 1) PROPOSED RECTIFIER ` r"--EXISTINGT EXISTING ----- AT&T AT&T -t, PATHFINDER ARGUS 'I"• PDU RACK I N 0 CONSOLIDATED AT&T GSM CABINET CONSOLIDATED AT&T GSM CABINET EXIS11NG AT&T (2) STRINGS OF ABSOLYTE BATTERIES EXISTING CABLE PORT EXISTING TELCO BOARD EXISTING CABLE PORT AT&T (1) EXISTING ) EXISTING STRING OF STRINGS OFABSOLYTE I \ BATTERIESABSOTE BATTERIES \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\L, uJJJ \\\ 2'-O, 8• / I•-9' TRUE NORTH Morel a be determined W .R. verve/ Of ..-Ib*)• 24•x36• SCALE 1/2• - 1'-0' 11•x1r SCALE 1/4• - 1'-0• 2 1 0 2' PROPOSED EQUIPMENT PLAN 2 f 2? -0" 4'-1t• 2'-0• / 3'-8' 2'-0' 8 2'-0' / p <o ti \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� EXISTING AT&T (2) STRINGS OF ABSOLYTE BATTERIES EXISTING AT&T GSM I I -.--'----'-Ti N CABINET 10 BE EXISTING EXISTING EXISTING c REMOVED AND AT&T GSM AT&T RACK I AT&T RACK1 CONSOLIDATED CABINET ` �I 1 - i l \ EXISTING AT&T SHELTER ACCESS STOOP EXISTING AT&T SHELTER ACCESS DOOR EXXIISIITING� r :AT&T UMTS: CABINET Y EXISTING EQUIPMENT RACK TO BE UPGRADED EXISTING CABLE PORT .L\.. EXISTING A/C MAIN EXISTING TELCO BOARD BREAKER PANEL EXISTING AT&T ARGUS PDU RACK TO BE MODIFIED r EXISTING -4 AT&T BBU ``ACK EXISTING } , AT&T ARGUS - RACK EXISTING CABLE PORT EXISTING DGSTNG AT&T (2) AT&T GSM STRINGS OF CABINET ABSOLYTE - - - [ BATTERIES \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING AT&T (1) STRING OF ABSOLYTE BATTERIES 2'-0' / 4'-O• / 2-0. I.-2. 2r -O' t-14.100-18 TRUE NORTH M.rl3 b be ax.n.I,d by .0. .w.w 01 Fo..mI4. 24•x36' SCALE: 1/2' - 1'-0• 11•x17' SCALE 1/4' - 1'-O' 2 1 0 2' EXISTING EQUIPMENT PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility rYzS� T�orvzR. COMMUNICATIONS PACIFIC TELECOM 8(10.0(3*. LLC 4072 REGISTERED SARCHITEC� MAS R OL D STATE OF WASHINGTON REN. 02-18-15 y r3* 1— wo >. Z1 w a �o c:21..1T 1-11r=i ow wo HH J m z� 0 U z3 w x o 0 0 n Y H U --r V7 O0 C/] (I] REVISIONS NO. DATE DESCRIPTION INITIHL A 06//14 ISSUED FOR PCD REVIEW SS 0 01///14 ISSUED FOR AWL ISMSR01CTUI WJR 1 0614/14 SS ED TCR Mt CONSM Cld ZI.N NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EQUPMENT PLAN SHEET NUMBER A-3 ©0 00 PROPOSEDAT&TAANTFNNA MOUNTED EXISTING AT&T LTE PANEL ANTENNA REMOVED WT W7 WW1 (1 PER SECTOR, 3 TOTAL) TO BE EXISTING AT&T GSM PANEL ANTENNAS PER SECTOR, 6 TOTAL) TO BE REMOVED (3 PER SECTOR, 9 TOTAL) ©Q PROPOSED AT&T RRH UNITS MOUNTED THE �7�T (3 PER SECTOR. PROPOSED TOTAL) (2 EXISTING AT&T UMTS PANEL ANTENNA (1 PER SECTOR. 3 TOTAL) TO BE RELOCATED EXISTING AT&T UMTS PANEL ANTENNA PER SECTOR, 3 TOTAL) (1 PROPOSED AT&T RELOCATED TO NEW MOUNT EXISTING AT&T MOUNTING PLATFORM TO REMOVED MOUNTING PLATFORM 1j g AND REPLACED SUR 1 01714/14 MED RLR FOOL OORSI0001171 ZLN !IAI 1i II ISIIf IIF, 1 I TIP HEIGHT OF EXISTING AT&T GSM 1900 ANTENNAS 118'-6' A TIP HEIGHT OF EXISTING AT&T GSM 850 ANTENNAS 118'-8' TIP HEIGHT OF EXISTING AT&T UMTS ANTENNAS 120'-6' TIP HEIGHT OF EXISTING AT&T LTE ANTENNAS I Ly L — - RELOCATED EXISTING AT&T RRH 700MHz UNIT MOUNTED TO PROPOSED PLATFORM RAILNNG PER SECTOR. 3 TOTAL) ���II �) 'ii1ll L „I � - TIP HEIGHT OF EXISTING MONOPOLE 116'-O TIP HEIGHT OF EXISTING AT&T UMTS ANTENNAS 120'-0' EXISTING AT&T RRH 700MHz UNIT MOUNTED TO EXISTING PLATFORM RAJUNG (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED TO NEW MOUNT (1 EXISTING AT&T (1) SURGE SUPPRESSION EXISTING AT&T (1) SURGE SUPPRESSION UNIT MOUNTED AT ANTENNA LEVEL TO REMAIN UNIT MOUNTED AT ANTENNA LEVEL PROPOSED AT&T (1) SURGE SUPPRESSION UNIT MOUNTED AT ANTENNA LEVEL, PROPOSED AT&T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX (VERIFY TOTAL IN FIELD (4) DC POWER TRUNKS, (2) FIBER TRUNKS) EXISTING AT&T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX EXISTING AT&T 115•-O• AGL MONOPOLE EXISTING AT&T (2) DC RUNS AND (1) 1 FIBER RUN ROUTED WITH EXISTING COAX EXISTING AT&T 115•-0• AOL MONOPOLE • AS o 3 1a . EXISTING TREESo o yy 3 EXISTING TREES y '/�j ---1-7'----' _T V/ 1 J! .-__ .. ::::? , A /I „7" - ,-_-7 , , /t � /- EXISTING AT&T (2) -� \ y ,moi. =�-GPS ANTENNA MOUNTED ^ a el ��~ --^ "'\O - l � J ! rl �� I I/ L �' .' \ ( /I+ :N-& I EXISTING AT&T ', t EQUIPMENT SHELTER I u_ 4,1 § �/�y / �' ! J LII J i'� if i�� (2)TING AT&T i. d� �,- �t�� ✓ !' - '\1 , / i� �'y \ V -/ ! i'/ J I,;.�-J- , ./ G ��' - ' z 0 o z U. --GPS ANTENNA MOUNTED �'..��:G I \ ---��.-r�� v all r'ON ) EXISTING AT&T /EQUIPMENT SHELTER f-- - ON SHELTER wAu / _ -----1�I ! r ` \. ; f• ms..,_ �'_ \ / \-, EXISTING \``, lt` I .. d _H UNIT \11 . --���1.r -•��-- - V `'i � `_ EXISTING CHAIN 1 - - UNK FENCE I -_� I .� _ v , \ \ I Dr 'I \ '11I III I ! 1 1 /�C_ f� r� !EXISTING AT&T CABLE PORT 7//'-^ 4 i�� EXISTING AT&T ICE BRIDGE i + EXISTING MONOPOLE BASE SHELTER WALL \ \ill \ EXISTING `, '--HVAC UNIT \` EXISTING CHAIN UNK FENCE _ .�—� -• - (' ' _ .rt+' �i ` J / �+�. Iyrr te ), �: /'-- ; / �- - \ 1 %• . .`-�� ✓ I U/� �_� \ -- \ 1r \ ��, / - {- \� -`� I 1 �. /,.1� Lam. '� ,\ V�/ EXISTING AT&T CABLE PORT � �j /EXISTING AT&T ICE BRIDGE ‘ / EXISTING MONOPOLE BASE I U4-Oo7$ 2+•1436• SCALE: 1/e• r -o• .1m.im2 PROPOSED SOUTH ELEVATION 2 z4•.3s• SCALE: ve• . r -o• •....' EXISTING SOUTH ELEVATION 1 11•x17• SCALE: 1/16" s 1•-0• 8 6 4 2 0 B• 11•x17• SCALE: 1/16' . 1•-0• 8 6 4 2 0 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility Wise COMMUNICATIONS ',CIVIC SILICON *CIVIC[[. LIC 4072 REGISTERED ' ARCHITEC GS D O STATE OF WASHINGTON REN. 02-18-15 W � H m X Z 00O n O cLJ C!] REVISIONS _ N0. DATE DESCRIPTION INETI< A 01/25/14 ISSUED FOR PCD RENEW SS 0 07/25/14 0505 FOR FOOL WIRIRUCIOI SUR 1 01714/14 MED RLR FOOL OORSI0001171 ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTH ELEVATIONS SHEET NUMBER A-4 NOT USED"? NO. DATE DESCRIPTION ,, .. ° 0E/25/14 ISSUED FOR PCO REVIEW SS 0 07/25/14 010-572-20 3.1 kW 24Vdc MODULAR SWITCHED MODE RECTIFIER WJR 1 MANUFACTURER: CORDEX CSLED FOR RML CORM= 2114 HEIGHT (H) WIDTH (W) DEPTH (0) WEIGHT (LBS) 6.3' 3.4' 11.8" 10 Is - 111410 RECTIFIER 01 SPECIFICATION 24"x36' SCALE NOT TO SCALE 6 24'x36" SCALE NOT TO SCALE 24'x36' SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1 —24 VDC RECTIFIER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ° �E�Pr( TER /F v� DC POWER — ^��= \ G� E [EMPTY] - 1:�0�0:0:00::<�1� - ° \ SEE DETNL 4, THIS SHEET l ^ O vV'Uc P SURD OC/DC CONVERTER 17.24' II ,e RAYCAP SURGE RAYCAP DC -48 -6O -RM o „A`�V, 74.P A ° 1I (9926) SEE 2, THIS SHEET NCI'. rNCI'. ALU/BBU (9926) DETAIL 0 Ar�!U`/B -^81. FIBER CABLE ENCLOSURE o 0 ER SU/9 FUTURE ALU/BBU ° ° p o 0 RE U� TELCO - g o • I 1 m . ,c? FRONT CONVERTER CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) 0 0 .161.Y G 0 : '" LAYOUT DC—DC CONVERTER A o • 00000001,' 0/1 \ - c o • EXISTING STANDARD 19723" INDOOR RACK DIADEAtti 1 )111111' U4461B 24'x36' SCALE 1 1/2"M'1'-O'I SCALE; 3/4'..-0" 11"x17 1' 24'x36' SCALE: NOT USED 1 11 x17' SCALE: NOT USED all a7 I. 19.0" .. XXX IAP 19.0" MANUFACTURER: ALCATEL-LUCENT MODEL: 9926 • BBU HEIGHT: 19' / / WIDTH: 3.469"; 2U (Rack Unita) ® - N \ DEPTH: 11.81• WEIGHT: 26 LBS • ENE RACK \ MOUNTED BBU DETAIL I���� TYPICAL INDOOR RACK CONFIGURATION f NOT USED 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1 24'x36' SCALE NOT TO SCALEI 11"x17" SCALE: NOT TO SCALE I 24'x36" SCALE: 1 1/2"-1'-O'I G 11"x17' SCALE 34"-1'-0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WAsTo writ COMMUNICATIONS Y&CIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCHITEC 405 OL D STATE OF WASHINGTON REN. 02-18-15 REVISIONS NO. DATE DESCRIPTION INITIAL A 0E/25/14 ISSUED FOR PCO REVIEW SS 0 07/25/14 OSLO FOR AML CCNSIRETOl WJR 1 O0/14/14 CSLED FOR RML CORM= 2114 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE DETAILS SHEET NUMBER A-5 NOT USED 24-x36' SCALE: NOT TO SCALE 3 11-x17' SCALE: NOT TO SCALE 0 1 7/8" 0.D. PIPE SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) OR APPROVED EQUAL liMIES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. GPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING GPS ANTENNA 4. IF MORE THAN (1) PURCELL CABINET (OR RACK MOUNTED LTE BASE BAND UNIT) IS INSTALLED ON SITE: INSTALL GPS SPLITTER: LUCENT, 408762045. KS24535L10, 1:2 GPS SPLITTER, ASSEMBLY GPS MOUNTING 24•x36- SCALE:," : ,•-0• 2. 11-x17' SCALE: 1/2' COMMSCOPE MT-195-SERIESE RAILING KIT & COMMSCOPE MTC3607 LOW PROFILE PLATFORM KIT. OR APPROVED EQUAL 1-144»78 MOUNTING PLATFORM SPECIFICATION -T" 24'x36• SCALE: NOT TO SCALE 11-x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. WAS at&t mobility COMMUNICATIONS PACIFIC TSLLCON StIVICSS, LLC 4072 % REGISTERED ARCHI�� �AS R. OL D STATE OF WASHINGTON REN. 02-18-15 ..,...i a SS05/ REVISIONS NO. DATE DESCRIPTION INITIAL A 00/25/14 ISSUED FOR PCD RENEW SS 0 07/25/14 WED FIR RIAL C01151110711 WJR 1 04/14/14 88.88 FOR }IOL [861250101 ZLN NOT FOR CONSTRUCTION UNLESS • LABELED AS CONSTRUCTION SET SHEET TITLE DETNLS SHEET NUMBER A-6 SECTOR A AZIMUTH RADCENTER NUMBER OF ANTFNNAS PROPOSED ANTENNA CONFIGURATION AND SCHEDULE VENDOR MODEL ELEC. TILT MECH. TILT RET WA NUMBER OF COAX COAX 0 COWL LENGTH DIPLEXED LTE WCS GSM 850 GSM 1900 UMTS 1900 UMTS 850 105' 115' 116'-0" 116'-0' 1 1 COMMSCOPE KMW SBNHH-1D65C ET- X -CH -45- 16 -45 -18 -1R -AT LIE 700 / 1900 SECTOR B LIE WCS GSM 850 GSM 1900 UMTS 1900 UMTS 850 130' 105' AZIMUTH 235' 235 116'-0" 116'-0" RADCENTER 116'-0' 116'-0' 1 NUMBER OF ANTENNAS 1 1 KATHRON ALU VENDOR COMMSCOPE KMW 742-264 3JR52703MM MODEL SBNHH-1D65C ET -X -CH -45- 16 -45 -18 -LR -AT 0' 4' 6' 2' 2' 8' 0' ELEC. TILT 235' 116'-0' 1 KATHREIN 742-264 0' 4' 1' 0' 2' 0' 0' MECH. TILT YES YES YES NONE (2) KRY 112 71/2 NONE 1 2 FIBER 7/8" 135'-0' 132'-0' NO NO YES YES YES RET YES YES 1) 708-19DB111-001 0' YES YES YES TMA NONE (2) KRY 112 71/2 NONE (2) LCD 21401 2 NUMBER OF COAX 1 2 7/8' FIBER COAX • FIBER 7/8" 135'-0" 135'-0' COAX LENGTH 135'-0' 132'-0" YES (U8 U9 U9_1) NO DIPLEXED NO NO 2 7/6" 135'-0" YES (U8 U9 U9_1) LTE 700 / 1900 SECTOR C LTE WCS 235' AZIMUTH 355 116'_0' RADCENTER 116'-0' NUMBER OF ANTENNAS 1 ALU VENDOR COMMSCOPE 3JR52703AAM MODEL SBNHH-1D65C 12' ELEC. TILT 10' 2' MECH. TLT 0' YES RET YES TWA NONE 1 NUMBER OF COAX 1 FIBER COAX 41 FIBER 135'-0" COAX LENGTH 135'-0' NO DIPLEXED NO GSM 850 GSM 1900 UMTS 1900 355 116'-0' KMW AM -X -CD - 14 -65 -RET UMTS 850 LTE 700 / 1900 355' 355' 116'-0" 116'-0" 1 1 KATHREIN ALU 742-264 3JR52703MM NOTES: • 162-tIQI USE COAX LENGTHS FOR CUT LENGTHS: 6TIMAT6 ONLY • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSED AT&T (1) SURGE SUPPRESSION UNIT MOUNTED AT ANTENNA LEVEL 4' 1' 0' 6' 0' 0' YES 0' 0" YES YES YES YES (2) KRY 112 71/2 NONE (2) LOP 21401 2 7/8" 132'-0" NO 2 1 7/8" FIBER 135'-0" 135-0" YES (U8 U9 U9_1) NO PROPOSED AT&T (1) GSM PANEL ANIDINA MOUNTED TO EXISTING ANTENNA PIPE MOUNT EXISTING AT&T UMTS PANEL ANTENNA (1 PER SECTOR. 3 TOTAL) PROPOSED AT&T LTE 700/1900 PANEL ANTENNA MOUNTED TO EXISTING ANTENNA PIPE MOUNT (1 PER SECTOR, 3 TOTAL) PROPOSED AT&T LTE WCS PANEL ANTENNA MOUNTED TO EXISTING ANTENNA PIPE MOUNT (1 PER SECTOR. 3 TOTAL) PROPOSED AT&T (2) GSM PANEL ANTENNA MOUNTED TO EXISTING ANTENNA PIPE MOUNT EXISTING AT&T RRH 700MHz UNIT MOUNTED TO PROPOSED PLATFORM RAIL/NG (1 PER SECTOR. 3 TOTAL) PROPOSED AT&T MOUNTING PLATFORM PROPOSED AT&T RRH 2X40 UNIT MOUNTED TO PROPOSED PLATFORM ® (1 PER SECTOR. 3 TOTAL) 24"x36' SCALE 1-1/2' - 1'-0' 11'x17' SCALE 3/4' — 1'-0' 1 6' 0 1' EXISTING AT&T (1) SURGE SUPPRESSION UNIT MOUNTED AT ANTENNA LEVEL TRUE NORTH North to W. a.t.nr..x by .m ....,I 1N .44.004). PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAs 0 COWL LENGTH DIPLEXED GSM 850 GSM 1900 UMTS 850 UM1S 1900 UMTS 1900_1 115' 115' 115' 116'-6' 116'-6" 116'-6" 1 1 1 EMS EMS KATHREIN RR45-14-XXAL2 RR33-18-DPL4 742-264 G 4' 6' 2' 2' 0' 0' YES YES YES NONE (2) KRY 112 71/2 NONE YES YES (2) LCD 21401 2 2 2 7/8" 7/8" 7/8" 135'-0' 132'-0" 135'-0" NO NO YES (U8 U9 U9_1) LTE 700 105' 116'-6' 1 KATHREIN 80010766 8' 0" YES 0 FIBER 135'-0" NO SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR 1100EL ELEC. TILT MECH. 11LT RET TMA NUMBER OF COAX COAX COAX LENGTH DREW GSM 850 235 116'-6" GSM 1900 UMTS 850 UMTS 1900 UMTS 1900_1 LTE 700 SECTOR C 235' 235 235 AZIMUTH 116'-6" 116'-6' 116'-8" RADCENTER 1 NUMBER OF ANTENNAS EMS EMS KATHRON KMW VENDOR RR45-14-XXAL2 RR33-18-DPL4 742-264 A1A-x-CD-16-65-001 MODE_ 0' 4' 1' 0' r 12' ELEC. 11LT 0' 2' MECH. TILT YES YES YES NONE 2 7/8" 135'-0" NO (2) KRY 112 71/2 NONE YES YES YES RET (2) LCD 21401 TMA 2 2 0 NUMBER OF COAX 7/8" 7/8" FIBER COAX 132'-0' 135'-0 135'-0" COAX LENGTH NO YES (U8 U9 U9...1) 140 DIPLOM GSM 850 0511 1900 UMTS 650 UMTS 1900 UMTS 1900_1 LTE 700 355' 355. 355' 355' 116'-6' 116'-6' 116'-6' 116'-6' 1 1 1 1 POWERWAVE POWERWAVE KATHREIN POWERWAVE 7920 7721 742-264 P65 -17 -XLH -RR 10" 4' 1' 0' 6' 0' 0' 0' 0" 0' YES YES YES NONE (2) KRY 112 71/2 NONE YES YES YES (2) LGP 21401 2 2 2 0 7/8" 7/8" 7/8" FIBER 135'-0' 132'-0" 135'-0' 135'-0" NO NO YES (U8 U9 U9_1) NO EXISTING AT&T GSM PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING AT&T UMTS PANEL ANTENNA TO REMAIN EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RENONED EXISTING AT&T RRH 700MHz UNIT MOUNTED TO EXISTING PLATFORM RAIUNC TO REMAIN EXISTING AT&T MOUNTING PLATFORM TO REMOVED AND REPLACED EXISTING AT&T (1) SURGE SUPPRESSION UNIT MOUNTED AT ANTENNA LEVEL TO REMAIN 114-- 0018 TRUE NORTH Norb to be Mrn load w ra .... (w .WW.). 24"x36" SCALE 1" - 1'-0" 11"x17" SCALE: 1/2' s 1'-0' 1 6 0 THE INFORMATION CONTAINED IN TH15 SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. � r 1' EXISTING ANTENNA CONFIGURATION 1 at&t mobility WinsTowzit COMMUNICATIONS It•CIFIC TELECOM LLC 4072 REGISTERED ARCHITEC „, STATE OF WASHINGTON c21.1 Qu o j 03 CO LU A DATE 07/73/14 REVISIONS DESCRIPTION ISSUED FOR PCD REVON ISSIED FOR RN& CONSTRUCTER ISSUED FOR RIK CC4ISTRUCTIM IPUTVL ss WJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 REMOTE RADIOS HEADS PER PIAN (2) DC POWER RUN (1) FIBER RUN DC POWER BUS DCIS -48 -60 -RM HACK MOVHIEO SURGE PROTECTION BTS 1� DC6-48-60-18-8F SURGE SUPPRESSION UNIT FIBER/DC SCHEMATIC7-7 24"x36" SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE MANUFACTURER: KMW COMMUNICATIONS MODEL ET -X -CH -45 -16 -45 -18 -IR -AT WEIGHT: 46.3 LBS DIMENSIONS: 68.0' X 15.7' X 7.1" FREQUENCY: REFER TO RF DATA SHEET 15.7 N 15.7 IDE RE CONNECTOR. TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP NOTE VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. MECHANICAL DOWNTILT BRACKET "I 15.7 "I . - e 7.1 KMW ANTENNA SPECIFICATION 24"1I x17' SCALE3/4 3/8"-1'-0" MANUFACTURER: KMW COMMUNICATIONS MODEL AM -X -CD -14 -65 -OOT -RET (487 WEIGHT: 36.4 LOS DIMENSIONS: 11.8" X 5.9' X 48.0" FREQUENCY: REFER TO RF DATA SHEET 11.8 IDE RE CONNECTOR. TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP NOTE VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. MECHANICAL DOWNTILT BRACKET 11.8 KMW ANTENNA SPECIFICATION 24"x36" SCALE: 3/4'=1'-0" 11x17" SCALE: 3/8"=1"-0' MANUFACTURER: ALCATEL LUCENT MODEL 3JR52703AAAA WEIGHT: PER MANUFACTURER DIMENSIONS: 96" X 13.4" X 16.5" FREQUENCY: REFER TO RF DATA SHEET 13.4' MECHANICAL DOWNTILT BRACKET 13.4' BOTTOM REMOTE ELECTRICAL DOWNTILT ACTUATOR CONNECTION. TYP RF CONNECTOR, TYP NOTE VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. FRONT \--RF CONNECTOR, TYP 16.5 SIDE 0 ALU ANTENNA SPECIFICATION 24"x36" SCALE: N:=1:=2:1 4"=1"-0 6 11"x17' SCALE: 3/8"=1'-0" MANUFACTURER: ANDREW MODEL: SBNHH-1D65C WEIGHT: 66.14 LBS DIMENSIONS: 96.0' X 11.85' X 7.1" FREQUENCY: REFER TO RF DATA SHEET ri RF CONNECTOR, TYP MECHANICAL DOWNTILT 11.85 BRACKET IDE NOTE: VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. SIDE RF CONNECTOR, TYP NOTE RRH"S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS • • fllilli ll3IIUh1EiliuP IDE 11.5" xi • N MANUFACTURER: ALCATEL-LUCENT MODEL: RRH2X40-07L-DE HEIGHT: 24.8' WIDTH: 11.5" DEPTH: 5.7" WEIGHT: 52.91 LBS COMMSCOPE ANTENNA SPECIFICATION - RRH2x40 SPECIFICATION NOT USED 24"x36" SCALE: 3/4=1-0 24"x36" SCALE 1-1/2" = 1.-0" 4 24'x36" SCALE: NOT USED 3 11x17' SCALE: 3/8"=.1'-0'11x17 SCALE: 3/4" = 1 -0 11"x17" SCALE: NOT USED THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NOTE: RRH'S TO BE MOUNTED PER MANUFACTURE SPECIFICATOINS in 1111 uuuu IDE 12.00" 0 ac • N M MANUFACTURER: ALCATEL-LUCENT MODEL: RRH4X25-WCS HEIGHT: 31.5" WIDTH: 12.0' DEPTH: 8.7' WEIGHT: 70 LBS WCS RRH SPECIFICATION 24"x36' %ALE: 1-1/2" 1.-0" 2 11 x17 SCALE 3/4"= 1.-0" ELEVATION MONOPOLE 1 7/8'0 PIPE INCLUDED IN MOUNTING KIT (011841) OR APPROVED EQUAL STAND-OFF STEEL • BANDING MOUNT RAYCAP SURGE SUPPRESSION UNIT MOUNTING PIPE -- PLAN RAYCAP SURGE SUPPRESSION UNIT MONOPOLE STAND-OFF STEEL BANDING MOUNT 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT (#B1841) OR APPROVED EQUAL RAYCAP SURGE SUPPRESSION UNIT NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT MANUFACTURER: RAYCAP MODEL DC6-48-60-18-8F RAYCAP SURGE SUPPRESSION UNIT MOUNTING BRACKET BY MANUFACTURER L (4-007$ RAYCAP SURGE SUPPRESSION UNIT �4"x�6" SCALE: 1"=1'-0" 11 x17 SCALE: 1/2"=1'-0' at&t mobility WITS�ER_ COMMUNICATIONS ILCIEIC TELECOM EE•VICEE. LLC 4072 REGISTERED I ARCHI../ f5R. GL D 1 STATE OF WASHINGTON REN. 02.1&15 r " 4E1 REVISIONS NO. DATE DESCRIPTION IN11UL A 08/25/14 ISSUED FOR PC0 REVIEW SS 0 07/75/14 ISSUED F91 RIME COI6IBXTOI WJR 1 08/14/14 SACO FOR MIL C0161RUCIIDI ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF k EQUIPMENT DETAILS SHEET NUMBER RF -2 sona GROUNDING IS SHOWN AT ONE SECTOR FOR CLARITY. ALL ANTENNAS TO BE GROUNDED EQUALLY a G e,W� l e,P��: bu {1.11�� TRUE NORTH N.% to to Oo1.mYw by YN =r. (M FF=NIF). U4.-0078 GROUNDING KEYED NOTES: 0 CAD WELD (TYP). SEE DETAIL 2/E-2. O 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. O MONOPOLE DETAIL 9/EG20UND BUS FOR GROUND�BAR AT COONSTRUCTION, MONOPOLE.ASE OF SEE EE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. 0 16 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TMP OF 9) SEE DETAIL 5/E-2. p GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. 6 #6 AWG RRH GROUND TO ANTENNA GROUND BUS BAR (TYP OF 9) SEE DETAIL 5/E-2. 0 /6 AWG RAYCAP SURGE SUPPRESSION UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 1) SEE DETAIL 5/E-2. O 12 AWG GROUNDING LEADS TO BE TIED INTO EXISTING MONOPOLE MAIN GROUND BAR OR GROUND GRID 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. GROUNDING ROD NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION 24'x36' SCALE 1-I/2' - 1'-0' 11'x17' SCALE: 3/4° = 1'-0r 1 6 0 SCHEMATIC GROUNDING PLAN 1 ® COPPER GROUND ROD ▪ TEST WELL 40 CADWELD CONNECTION GROUND BAR SIDE SPUCE CADWELD FIELD VERIFY & 11E INTO EXISTING GROUNDING SYSTEM ■ (WHERE APPLICABLE) 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUAUFIED INDIVIDUAL. U1'1UZING 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 UNE, GRAPHED OUT TO SHOW THE PLATEAU. 2. 2 -POINT GROUND TEST OR 3 -POINT 625 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 IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WES/'' Two r ER- COMMUN/CAT/ONS PACIFIC TELECOM 1001011. LLC 4072 REGISTERED ARCHI�� OS L D STATE Of WASHINGTON REN. 02-18-15 SOLITHCENTEEIvE® ID: 856363EE 0 2 2C1 SS05/ CRO REVISIONS NO. DATE DESCRIPTION 1NIT1AL A 04/25/14 ISSUED FOR PCD REVIEW SS 0 07/25/14 MED RR 1161. COIRIRUCIDN WJR 1 CS/14/14 ISMER FOR AMI. COGIRLICR01 AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 NOT USED NOT USED DATE NOT USE NOT USED A TO D 11'x17' SC E: NOT TO SCALE �� 11'x17' SCALE:: NOT 0 � 1� 11"x17' SC LE: NOT 0 SCCAALE �� 11'x17' SCALE: ALAE: NOT TO SCALE �� NOT USED11j WJR NEW COAXIAL GROUND KITS W/ LONG BARREL */14/14 NOTE COAT ALL MECHANICAL CONNECTIONS WITH "NOW OR APPROVED EQUAL ZLN COMPRESSION DOUBLE LUGS. ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR QCOPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR o 0000 0 000000000000000°°° 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 2 / / FIELD VERIFY SOUD BARE /2 TINNED WIRE �— NOT USED COPPER GROUND BAR LABELED AS CONSTRUCTION SET 24x36: SCALE: NOT TO SCALE 11 x17 SCALE: NOT TO SCALE 9 24'x36' SCALE: NOT TO SCALE. 11 11'x17' SCALE: NOT TO SCALE 24x36" SCALE: NOT TO SCALE 11 x17 SCALE: NOT TO SCALE NOT USED ��j''(Q�� 16 AWG FROM ANTENNA CABLE GROUND KR^ kg - _... ICILY; TO ANTENNAS RX2 1 i COAX JUMPER Y TX1/RX1 WEATHERPROOFING i KIT .) 4 4 e. '. GROUND KR (TYP.) ANTENNA CABLE'12 1To 11 NI 24 12Q' Mme' 1 COPPER GROUND BAR ON WALL, ICE!Ill BRIDGE. FLOOR OR ON ANTENNA TOWER „e ��� . e . e . e ,o „e 0 N .. =, IT WEATHERPROOFING KMP.R _lx. =MI .xt—=' _ CONNECTOR NG KIT (TYP.) KR (TYP.) SEE NOTE 2 IllO 1 1 16 AWG �� �� �I AI+ COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF LIGHT POLE OR UTILITY POLE OO ` o0oO O O O ��O OO ��,\J O OO O O OO `/ l (SEE NOTE 3)) CABLE GROUND KIT / 6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR ET HOLELUG. OR 7=7- EXOTHERMIC USEDWIWELD TO BE USED WITH 12 AWG BCW TO BUILDING SERVICE GROUND //— OR GROUND RING / GROUND CONDUCTOR SHALL BE ELIMINATED WHEN �' 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KR SHALL BE TYPE ANO PART NUMBER AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT 8E USED. CABLE GROUND KIT CONNECTION ANTENNA CABLE TO BTS EQUIPMENT (TYP.) TO GROUND RING MIES: DO NOT INSTALL CABLE GROUND 1.21 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. MIL GROUND BARS AT BOTTOM OF TOWERS/UGHT SHALL ONLY USE EXOTHERMIC WELDS GROUND BAR IS ELECTRICALLY BONDED TO — METAL TOWER/LIGHT POLE POLES STRUCTURE GROUND CABLE CONNECTION GROUND WIRE INSTALLATION�� ^/�7 11'x17' SCALE: CA : NOT O SCALE ...../ 11',d7' N" SCALE OT TO SCALE 1111 x17' SCALE: NOT TO S�1 24%36" SCALE: 11'x17' SCALE: NOT TO SCALE (',44��� NOT USED TYPE TA YP 121 t TYPE NC JYPE SS .21 t TYPE VV Cis IYEE_YS TYPE VB zAt IIIELPS Illitilab visa '. o, TYPE GY n\. 12f —0 lame-, MESA. NOT USED NOT USED CADWELD GROUNDING CONNECTIONS 2436' SCALE' NOT TO SCALEI L24'x36' 11'x17' SCALE: NOT TO SCALE SCALE: NOT TO SCALEI 1 11'x17' SCALE: NOT TO SCALE 24x38' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE `r 24x36' SCALE NOT TO SCALEI J 11'x17' SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility VilissTormir COMMUNICATIONS roe isle ttuCOM Stxrmtt, ue 4072REGISTERED ' ARCHITEC ��R. OL ND 1 STATE OF WASHINGTON REN. 02.15.15 _ l u,J c=,...z wo s3 4U C--) '� o H M Z00 J m Q d °D W z CD O U1 3 w z = O 03 H �Y = (O �/ J SS05/ REVISIONS NO. DATE DESCRIPTION INITIAL A O8fmm/14 ISSUED FOR PCD REVIEW 55 0 W/25/14 SLED RR RWL CONSTRUCT= WJR 1 */14/14 =LEO RR WW. STRUCI OII ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2