The URL can be used to link to this page

Home My WebLink AboutPermit PL11-020 - AT&T WIRELESS - ALLENTOWN WIRELESS FACILITYAT&T WIRELESS 1222851STPLS PL11-020 L11-027 WIRELESS TELECOMMUNICATIONS FACILITY TYPE 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TECHNICAL COMMENTS September 26, 2011 Shane Smith 2463 8th Ave. N. Seattle, WA 98109 RE: L11-027 AT&T Wireless at Allentown 2 Dear Mr. Smith, In June 2011, I spoke with you by phone to notify you that your application for a wireless permit is ready for issuance pending submittal of an application for a business license, which is required to operate a wireless communication facility in the City of Tukwila. At this time, no business license application has been submitted. In order to process your permit application, please contact the City of Tukwila Finance Department for business licensing requirements. You can access the fee schedule and download an application at http://www.ci.tukwila.wa.us/finance/buslic.html. These applications may expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). After review of your business license submittal, your permit will be ready to issue. If you have any questions, please contact me at 206-431-3659 or via email at Jaimie.Reavis@TukwilaWA.gov. Regards, Jaimie Reavis Assistant Planner JR Page 1 of 1 09/23/2011 H:\Wireless Telecommunication Facilities\PL11-020_L11-027_AT&T Allentown\L11-027_Technical Comments Letter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 8, 2012 NOTICE OF DECISION TO: Shane Smith, Applicant George Pierce, Applicant John P. Wang and Jean Y. Chen, Owners King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction All Parties of Record 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: L11-027 (WCF Permit), PL11-020 (Project File) Applicant: Shane Smith Type of Permit Applied for: Type I Wireless Communications Facility Permit Project Description: Installation of three LTE antennas, one GPS antenna, six Remote Radio Head (RRH) units, one surge protector, a "back pack" LTE unit, and three lines of cable to an existing wireless facility. Location: 12228 51st Place S (parcel number 017900-1955) Associated Files: An electrical permit may be required by the Tukwila Building Department. Comprehensive Plan Designation/Zoning District: Manufacturing Industrial Center/Heavy (MIC/H) 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 Director has determined that the application for a Type I Wireless Communication Facility Permit does comply with applicable City and state code requirements and has approved that application. 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; that is, by May 22nd, 2012. 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 parry'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 per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. 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 Page 2 of 3 EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be fmal. The City's decision to issue a DNS, an MDNS or an EIS is fmal 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 Jaimie Reavis, who may be contacted at 206-431-3659 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 Development City of Tukwila Page 3 of 3 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO '1H1 DIRECTOR PREPARED May 8, 2012 NOTIFICATION: Public Notice is not required for a Type 1 application. FILE NUMBER: L11-027 (WCF Permit Number); PL11-020 (Land Use Project File Number) APPLICANT: Shane Smith PROPERTY OWNER: John P. Wang and Jean Y. Chen REQUEST: Approval of a Type 1 Wireless Communications Facility Permit to install three LTE antennas, one GPS antenna, six Remote Radio Head (RRH) units, one surge protector, a "back pack" LTE unit, and three lines of cable to an existing wireless facility. LOCATION: ASSOCIATED PERMITS: 12228 51s` Place S (parcel number 017900-1955) An electrical permit may be required per Tukwila Building Department comments submitted as part of this application. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Manufacturing Industrial Center/Heavy (MIC/H) ZONE DESIGNATION: Manufacturing Industrial Center/Heavy (MIC/H) STAFF: Jaimie Reavis, Assistant Planner ATTACHMENTS: Project Plans prepared by Morrison Hershfield and dated April 14, 2011. Acoustical Report prepared by SSA Acoustics, LLP and dated April 13, 2011. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 FINDINGS Vicinity/Site Information Project Description: The applicant is requesting approval of a Type 1 Wireless Facilities Permit to install three new LTE antennas, six Remote Radio Head (RRH) units, and one "squid" surge protector on an existing 100-foot tall monopole in the MIC/H zoning district within Tukwila's Allentown neighborhood. A new GPS antenna and three new LTE cables are proposed to be added to an existing ice bridge. The new cables on the ice bridge will run alongside the existing cables. LTE equipment that will be back pack mounted is proposed to be installed inside the existing equipment shelter. Existing Development: There is an existing 100-foot tall wireless communication monopole on the site along with a 336 square foot equipment shelter on the site. The monopole, equipment shelter, and associated parking for maintenance of the facility are enclosed within a six-foot high chain link fence. Trees are located along the inside of the fence to help screen the facility from view along 51" Place S and from adjacent properties. Surrounding Land Uses: Primary land uses in the area consist of manufacturing and industrial uses on the east side of 51 St Place S and areas to the further to the east within the MIC/H zone, and single-family homes on the west side of 51' Place S and areas to the west, north and south in areas zoned Low Density Residential (LDR). The project site is zoned MIC/H. 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. The applicant is proposing to attach additional antennas on an existing structure in a non-residential zone. General Requirements (TMC 18.58.070) The City provides general design standards for the placement of WCF within the City of Tukwila. The following are the general design standards for all WCF within the City: Table 1 General Design Project Project Not Notes: Standards does does Applic comply not able comply 1. Generators or New back pack mounted equipment is other devices which X proposed to be located within the will create noise existing equipment shelter on site. This must comply with shelter has 6-inch thick concrete walls TMC 8.22 regarding which help to reduce noise impacts. Per noise. the applicant, the new equipment will emit noise in the northward direction. An acoustical report was prepared for this project, which demonstrates compliance with the noise regulations of TMC Chapter 8.22. Page 2 of 5 2.Business License Requirement X New Cingular Wireless, PCS, LLC has applied for a business license at this location on behalf of AT&T Mobility. 3. Only safety signage must be placed on the WCF X No signs are proposed as part of this project. 4. Accommodations for parking for maintenance personnel must be provided. X Existing on -site parking provides adequate parking for the existing facility. 5. Towers shall maintain a galvanized steel finish. X There is no tower associated with this wireless telecommunications facility. No changes are proposed to the finish of the existing monopole. 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 changes have been proposed to the design of the existing buildings and structures on the project site, and there are no new buildings or structures proposed with this project. Trees located around the perimeter of this wireless facility help screen the equipment shelter and the base of the monopole from view. 7. Antennas shall be of a neutral color that is identical or closely compactible with the supporting structure. X Antennas will be a white color to match the existing antennas on the monopole. 8. WCF poles and towers shall only have safety lights if required by a government agency. X There is no lighting proposed as part of this project. 9. No advertising is permitted on WCF X No advertising is proposed as part of this project. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X The existing enclosure area is 336 square feet; the size of the enclosure is not proposed to be modified as part of this project. Page 3 of 5 Adding Antennas to Existing WCF Tower -Specific Development Standards (18.58.090) Table 2 Design Standards Project Project Not Notes: does does Applic comply not able comply 1. The height must not exceed what was approved under the original application to construct the tower, or it will be considered a Type 2 decision. X The applicant is not proposing to add height to the tower. 2. Antennas shall be painted to match the color scheme of the tower. X The antennas will be painted white to match existing antennas on the monopole. 3. There is no limit on the number of antennas that may be located on an existing tower. X 4. Feed lines and cables shall be located within the tower, or shall be painted to match the tower. X The new cables proposed as part of this project will be concealed from view within the ice bridge which connects the monopole to the equipment shelter, and within the monopole itself. 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 The new back pack mounted equipment will be located within the existing equipment shelter. 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 The new antennas will be located on the existing monopole and the existing ice bridge connected to the monopole. The existing equipment shelter will be used to house the back pack mounted equipment, and there is no change proposed to the size of the equipment enclosure. Page 4 of 5 CONCLUSIONS 1. The proposal to install three LTE antennas, one GPS antenna, six Remote Radio Head (RRH) units, one surge protector, a "back pack" LTE unit, and three lines of cable to an existing wireless facility located at 12228 51St Place S will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. 2. As demonstrated in Tables 1 and 2 the project meets all applicable development standards for a Type 1 WCF. 3. The applicant has submitted an acoustical report which demonstrates that noise generated from the new equipment, to be located inside the existing equipment shelter, will meet the noise regulations contained in TMC 8.22. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. AT&T has applied for a business license to operate a Wireless Communications „facility at this location, per TMC 18.58.070 (2). DECISION Staff recommends approval of a Type 1 WCF with no conditions. Page 5 of 5 TO: City of Tukwila Department of Community Development File Number L11-027 (Wireless Permit) PL11-020 (Project Number for Time Tracking) LAND USE PERMIT ROUTING FORM uilding IEl Planning IEIIPublic Works Fire Dept. Police Dept. Parks/Rec Project: AT&T Wireless - Allentown 2 (Type 1 Permit) Address: 12228 51st Place South (parcel #017900-1955) Date transmitted: 05/06/2011 Response requested by: 05/20/2011 Staff coordinator: Jaimie Reavis 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.) 11, Plan check date: c- Comments Update date: `"/12-- l / prepared by: City of Tukwila Department of Community Development File Number L11-027 (Wireless Permit) PL11-020 (Project Number for Time Tracking) LAND USE PERMIT ROUTING FORM TO: Q Building Q Planning E Public Works (Q ire Dept. Police Dept. 0❑I Parks/Rec Project: AT&T Wireless — Allentown 2 (Type 1 Permit) Address: 12228 51st Place South (parcel #017900-1955) Date transmitted: 05/06/2011 Response requested by: 05/20/2011 Staff coordinator: Jaimie Reavis 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.) Y) o Cook CAC vt',$- Plan check date: Comments Update date: \ck\ prepared by: vs( City of Tukwila Department of Community Development RECEIVED MAY 0 9.2011 TUKWILA PUBLIC WORKS File Number L11-027 (Wireless Permit) PL11-020 (Project Number for Time Tracking) LAND USE PERMIT ROUTING FORM TO: EI Building Planning ublic Works El Fire Dept. Police Dept. Parks/Rec Project: AT&T Wireless — Allentown 2 (Type 1 Permit) Address: 12228 51st Place South (parcel #017900-1955) Date transmitted: 05/06/2011 Response requested by: 05/20/2011 Staff coordinator: Jaimie Reavis 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.) (No Cornffiebi-r ) d'Y1 'to Plan check date: Comments 1 Update date: prepared by: TO: City of Tukwila Department of Community Development File Number L11-027 (Wireless Permit) PL11-020 (Project Number for Time Tracking) LAND USE PERMIT ROUTING FORM Building lanning OPublic Works !i*ire Dept. !❑ Police Dept. !❑ Parks/Rec Project: AT&T Wireless — Allentown 2 (Type 1 Permit) Address: 12228 51 s` Place South (parcel #017900-1955) Date transmitted: 05/06/2011 Response requested by: 05/20/2011 Staff coordinator: Jaimie Reavis 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: Comments Update date: prepared by: City of Tukwila Jiin Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION May 6, 2011 Mr. Shane Smith 2463 8t' Avenue North Seattle, WA 98109 Subject: AT&T Wireless — Allentown 2 (12228 51st Place S, parcel #017900-1955) L11-027 (Wireless Permit Number) PL11-020 (Land Use Project File Number) Dear Mr. Smith: Your application for a Type 1 Wireless Telecommunications Facility permit is considered complete on May 6, 2011 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431-3659 or ireavis@ci.tukwila.wa.us. Sincerely, Jaimie Reavis Assistant Planner 3y44u.75' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 'Phone 206-431-3670 • Fax 206-431-3665 City oflukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0179001955 Permit Number: L11-027 Address: 12228 51 PL S TUKW Status: PENDING Suite No: Applied Date: 04/18/2011 Applicant: AT&T WIRELESS AT ALLENTOWN 2 Issue Date: Receipt No.: R11-00746 Payment Amount: $515.00 Initials: TLS Payment Date: 04/18/2011 01:46 PM User ID: 1670 Balance: $0.00 Payee: GOODMAN NETWORKS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 91094 515.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ZONING/SUBDIVISION 000.345.810 515.00 Total: $515.00 D.i.,te,a• ne_1a_)rH1 CITY OF TI VILA Department of Community Development `f IRELESS TELE- 6300 Soutlhcenter Boulevard, Tukwila, WA 93188 COMMUNICATION Telephone: (206) 431-3670 FAX (206��,�V✓5,�� FACILITIES E-mail: tukplan@ci.tukwila.wa.us �1 `APR 18 20111 APPLICATION FOR STAFF USE ONLY Permits Plus Type P-WCF Planner: ,J Application Complete (Date: S ) ( 1 1 ) Application Incomplete (Date: File Number: / /- £a 3., Project File Number: p‘__ / /--1) ?d Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Ai 1 li.) ', re\eA.s D LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. / > 77 /"�a(J a'-tn`Qn:naS e S�.�q� ✓vAeG.�L+r r!✓�r� (�v��s Cs 1 J z. \4. Cl �IGiS�t M< 4- c `C i LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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: s✓K s r Address: 2. t (.1, "� Ave N. Se0,4•41t GU 1'8(01 Phone: '2_ 0. (-2_ - 3 F> 76, FAX: E-mail: S S G ; t Am C., Signature: Date: LI' 1 C:\DOCUME-1 \SCOTT--1.TUK\LOCALS-1 \Temp\XPGrpWise\ Wireless Communication Facility-)an2011.doc April 18, 2011 City of Tukwila Department of Planning 6300 South Center Parkway Tukwila, WA 98188 RECEIVED FAPR 18 20111 COMMUNITY DEVELOPMENT RE: Wireless Communication Facility Narrative To whom it might concern; Please find below the project description for the AT&T antenna additions: AT&T Wireless proposes to add 3 antenna, 6 remote radio heads, 1 surge protector and 3 lines of cable to and existing wireless facility. I can be reached at 206/227-3876 or shanedsmith@comcast.net with any questions. My mailing address is 2463 8th Ave N, Seattle, WA 98109. Shane Smith Stewart • Mt Miaow* April 13, 2011 Mr. Paul Long Goodman Networks 8815 122"d Avenue NE Kirkland, WA 98033 Re: Acoustical Report — AT&T SC15 Allentown Site: 12228 51 st Place S, Tukwila, WA 98178 Dear Paul, PE .E71E9 APR 18 20111 COMMUN T1 DEVELOPMENT This report presents a noise survey performed in the immediate vicinity of the proposed AT&T telecommunications facility at 12228 51st Place S in Tukwila, Washington. This noise survey extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient noise levels were measured on site with a Larson -Davis 824 sound level meter on April 11, 2011. Measurements were conducted as close to the proposed location as possible and the property lines in accordance with the State of Washington code for Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level was 65 dB(A), primarily due to traffic noise from Interstate 5 and King County Airport. The weather during the measurements was partly cloudy and the roads were dry. Code Requirements The site is located within the City of Tukwila Zoning jurisdiction on property with an MIC/H zoning. Tukwila Municipal Code Chapter 8.22.020.5.a defines MIC/H as being within an Industrial district. The receiving properties are all zoned MIC/H. The proposed new equipment consists of equipment support cabinets, which are expected to run 24 hours a day. Under Tukwila Municipal Code 8.22.040 noise from equipment on a within an Industrial district is limited as follows: Industrial District Receiver: Noise is limited to 70 dBA 24 hours a day. SSA Acoustics, LLP 222 Etruria Street, Ste 100 Seattle, Washington 98109 t. 206.839.0819 f. 206.839.0824 I1T9.T SC15 Allentown Predicted Equipment Sound Levels 24-Hour Operation Equipment The proposed LTE equipment will be back pack mounted on the existing wood fence. According to manufacturer data, the Alcatel -Lucent LTE equipment produces a sound power level of 65 LwA, which is equivalent to 55 dB(A) at 5 feet. To predict equipment noise levels at the receiving properties, this survey uses the methods established by ASHRAE and AHRI Standard 275-2010. Application factors such as location, height, and reflective surfaces, and noise reduction from the shelter or intervening elements are accounted for in predicting the sound level at the nearest receivers. The nearest receiving property is 83 feet north of the equipment location. The proposed and existing equipment are located on the ground level. The predicted sound level at the nearest property line is shown in Table 1 below. Table 1 Application Factors and Predicted Noise Levels For Proposed New Equipment Line 1 Application Factor dB(A) 55 Equipment Sound Pressure Level at 5 ft., LPS 2 Distance Factor (DF) DF = 20 log,o(D,/D2) -24 (83 ft) 3 New Equipment Sound Pressure Level at Receiver, LPR (Add lines 1 and 2) 31 The predicted sound pressure level from the proposed equipment at the nearest receiving property is 24 dB(A), which meets the 70 dB(A) noise code limit limit. Please contact us if you have any questions or require further information. Sincerely, SSA—A�coustics, LLP �a)C/1 art � 4 Senior Acoustical Consultant Page 2 RECEIVED !APR 182011I COMMUNITY DEVELOPi.ENT NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS ENGINEERING CERTIFICATION at&t SITE NUMBER: SC15 SITE NAME: Allentown 2 SITE ADDRESS: 12228 51st Place South Tukwila, WA 98178 DATE: February 28, 2011 PREPARED BY: B. J. THOMAS, P.E. 7607 80th Avenue NE Marysville, WA 98370 (206) 851-1106 PROJECT The proposed AT&T project consists of a WCF (Wireless Communications Facility) located at 12228 51st Place South, Tukwila, WA 98178, King County tax parcel 0179001955. The planned improvements include additional antennas on a 94' AGL steel monopole with supporting BTS (Base Transmission System) radio equipment located near the base of the monopole at an on -air AT&T site. EQUIPMENT Type of Service: UMTS 850, UMTS 1900, GSM 850, GSM 1900, LTE 700 Antennas: Powerwave P65-17-XLH-RR Kathrein 10010764 & 80010766 Sectors: (3) (X = 80° & 90°, Y = 210° & 220°, Z = 330°) Maximum Power: UMTS 1900 —140 w (51.47 dBm ERP) GSM 850 - 465 w (56.68 dBm ERP) GSM 1900 - 862 w (59.36 dBm ERP) UMTS 850 — 601 w (51.47 dBm ERP) LTE 700 — 716 w (58.55 dBm ERP) Antenna Rad Center: 100' AGL CALCULATIONS Calculations for RF power densities near ground level are based on the "Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65" Edition 97-01, August 1997 issued by the Federal Communications Commission Office of Engineering & Technology. Section 2 of OET Bulletin 65 demonstrates that "for a truly worst -case prediction of power density at or near the surface, such as at ground -level or on a rooftop, 100% reflection of incoming radiation can be assumed, resulting in a potential doubling of predicted field strength and a four -fold increase in (far field equivalent) power density". Therefore the following equation is used: S = EIRP/TrR2 Where S = power density (mW/cm2), EIRP = equivalent isotropically radiated power and R = distance to the center of the radiation antenna (cm) Attached as an exhibit are the MPE (Maximum Power Exposure) calculations using the above referenced formula and the antenna manufacturer vertical pattern information using a conservative 20 dB loss below main lobe. The calculations show that the maximum MPE at ground level (6' above AGL) at the base of the monopole and the power density is 0.001707 mW/cm2 with power levels as provided by AT&T RF Data Sheet. This is 0.3002% of the MPE limit for the general population/uncontrolled exposure of 0.567 mW/cm2 as referenced in Table I OET Bulletin 65 Appendix A for the lowest frequency range. ENVIRONMENTAL EVALUATION Routine environmental evaluation is required if the PCS broadband facility is less than 10 m (32.81 feet) AGL and has a total power of all channels in any given sector greater than 2,000W ERP as referenced in "Table 2 Transmitters, Facilities and Operations subject to Routine environmental Evaluation" of Bulletin 65. As the proposed antennas lowest point above ground level is 29.3 m (96 feet), the WCF is categorically exempt from requirement for routine environmental processing. FCC COMPLIANCE The general population/uncontrolled exposure near the monopole, including persons at ground level, surrounding properties, inside and on existing structures will have RF exposure much lower than the "worst case" scenario, which is a small fraction of the MPE limit. Only trained persons will be allowed to climb the monopole for maintenance operations. AT&T and/or its contractors will provide training to make the employees fully aware of the potential for RF exposure occupational training and they can exercise control over their exposure that is within the occupational/controlled limits. CONCLUSIONS Based on calculations, the proposed WCF will comply with current FCC and county guidelines for human exposure to radiofrequency electromagnetic fields. All representations contained herein are true to the best of my knowledge. EXHIBITS • MPE Calculations • Antenna Spec Sheets • RF Data Sheet • WCF Location Map Effective tower height assumes a person 6 ft tag. I 100 height (ft) I effective radiation tower center height mleor lobe (feet), y (feet), y angle 110g-03 SC15 Allentown 2 MPE Calculations 0.001702 [ere power density in mW/cm` 0.3002% entage of standard tower height, y Note: 0.567 mW/cm2 is 100% of allowable standard for lowest frequency horiz. Dist., x main beam ERP ERP Power at point x dB below hod¢. dist. hyptonuse hypotenuse hypotenuse main robe main lobe minor lobe minor lobe minor lobe at ground level main lobe x length (feet) length (km) length (cm) (watts) (dBm) ERP (dBm) EIRP (dBm) EIRP (mW) mW/cm"2 GSM 850 100 96 90 20 0.000 96.000 0.029 2926.080 465 56.67 36.67 38.83 7646.33 2.84E-04 GSM 1900 100 96 90 20 0.000 96.000 0.029 2926.080 862 59.36 39.36 41.52 14174.48 5.27E-04 UMTS 850 100 96 90 20 0.000 96.000 0.029 2926.080 601 57.79 37.79 39.95 9882.67 3.67E-04 UMTS 1900 100 96 90 LTE 700 100 96 90 20 0.000 96.000 0.029 2926.080 716 58.55 38.55 40.71 11773.70 4.38E-04 TOTAL 20 0.000 96.000 0.029 2926.080 140 51.46 31.46 33.62 2302.12 8.56E-05 1.70E-03 ATH SCALA DIVISION 800 10764 700 MHz Dual Band 4', 65 Degree Antenna RET Kathrein's X-polarized antennas are designed for use in digital polarization diversity systems. • X-polarized (+45° and -45°). • UV resistant fiberglass radomes. • Wideband vector dipole technology. • DC Grounded metallic parts for impulse suppression. • RET motor housed inside the radome and field replaceable. General specifications: Frequency range 698-894 MHz // 1710-2170 MHz Impedance 50 ohms VSWR <1.5:1 Intermodulation (2x20w) IM3:< -150 dBc Polarization +45° and -45° Connector 4 x 7-16 DIN female (long neck) Isolation intrasystem >30 dB // intersystem >35 dB See reverse for order information. IRT specifications: Logical interface ex factory') AISG 1.1 Protocols AISG 1.1 and 3GPP/AISG 2.0 compliant Hardware interface2) 2 x 8pin connector acc. IEC 60130-9; according to AISG: - RCUin (male): Control / Daisy chain in - RCUout (female): Daisy chain out Power supply 10-30 V Power Consumption Adjustment time (full range) Adjustment cycles <1 W (standby); <8.5 W (motor activated) 40 seconds >50,000 Certification FCC 15.107 Class B Computing Devices Specifications: Gain 698-806 MHz 14.3 dBi 824-894 MHz 14.8 dBi 1) 698-894 MHz 1/4 ly Ili'*9 Horizontal pattern ±45°- polarization sr lEl•teo ,/atty �-.�� d lilts, ti 1�' Vertical pattern ±45°- polarization 0°-16° electrical downtilt 1710-2170 MHz no• Horizontal pattern ±45°- polarization eft 270' 4004 4* Aim Vertical pattern ±45°- polarization 0°-10° electrical downtilt The protocol of the logical interface can be switched from AISG 1.1 to 3GPP/AISG 2.0 and vice versa with a vendor specific command. Please note: If the Primary of the RETsystem doesn't support the standard of the 'logical interface ex factory', the RCU must be switched to the appropriate standard of the Primary before installation. Please contact Kathrein for further information. 2) The tightning torque for fixing the connector must be 0.5 - 1.0 Nm ('hand -tightened'). The connector should be tightened by hand only! 1710-1755 MHz 17.3 dBi 1850-1990 MHz 17.5 dBi 2110-2170 MHz 17.3 dBi Front -to -back ratio >30 dB (co -polar) 32 dB (average) Maximum input power 500 watts (at 50°C) per input >27 dB (co -polar) 30 dB (average) 500 watts (at 50°C) >30 dB (co -polar) >30 dB (co -polar) >30 dB (co -polar) 34 dB (average) 34 dB (average) 34 dB (average) 300 watts (at 50°C) 300 watts (at 50°C) 300 watts (at 50°C) +45° and -45° polarization 68° (half -power) horizontal beamwidth 65° (half -power) 61 ° (half -power) 60° (half -power) 61 ° (half -power) +45° and -45° polarization 15° (half -power) vertical beamwidth 13.5° (half -power) 7.5° (half -power) 7.5° (half -power) 7.5° (half -power) Electrical downtilt 0°-16° 0°-16° continuously adjustable 0°-10° 0°-10° 0°-10° Min sidelobe suppression for 0° 8° 16° T first sidelobe above main beam 17 16 16 dB average 19 19 18 dB 0° 8° 16° T 18 16 16 dB 22 20 20 dB 0° 5° 10° T 18 18 17 dB 20 20 20 dB 0° 5° 10° T 18 18 17 dB 20 20 20 dB 0° 5° 10° T 18 18 17 dB 20 20 20 dB Cross polar ratio Main direction 0° Sector ±60° Tracking 25 dB (typical) 25 dB (typical) >10 dB, 15 dB (avg) >8 dB, 14 dB (avg) 1.5 db 1.5 db 25 dB (typical) 25 dB (typical) 25 dB (typical) >8 dB, 14 dB (avg) >10 dB, 16 dB (avg) >8 dB, 14 dB (avg) 2.0 db 1.0 db 2.0 db Squint t2.5° t4° t4° ±1.5° t4° orzti FloHS 114-119 11223-C 936.3871/a Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Email: communications@kathrein.com Internet: www.kathrein-scala.com AISG Antenna Interface Standards Group Fax: (541) 779-3991 KATH SCALA DIVISION Mounting Brackets for use with 2-point mount antennas Mast dia. 2-4.5 inches (50-115 mm) Weight: 4 Ib (1.8 kg) Mechanical Tilt Brackets for use with 2-point mount antennas Weight: 13 Ib (5.9 kg) (Model 850 10007) Order Information: Model Description 800 10764 700 MHz Dual Band 4', 65 Degree Antenna RET Mechanical specifications: Weight 40.8 Ib (18.5 kg) Dimensions 55.2 x 11.8 x 6 inches (1403 x 300 x 152 mm) Wind load Front/Side/Rear at 93 mph (150kph) 156lbf/59Ibf/160Ibf (690 N) / (260 N) / (710 N) Wind survival rating* 150 mph (240 kph) Shipping dimensions 64.8 x 12.6 x 7.5 inches (1646 x 322 x 190 mm) Shipping weight 50 Ib (22.7 kg) Mounting Mounting hardware included for 2 to 4.6 inch (50 to 115 mm) OD masts. KATHREIN 86010149 F Tested To Comply With FCC Standards This device complies with part 15 of the FCC Rules. Operation is subject to the following two conditions: (1) This device may not cause harmful interference, and (2) this device must accept any interference received, including interference that may cause undesired operation. Note: Refer to part number 860 10149 for the specifications of the remote control actuator. 800 10764 Dualband antenna with mounting bracket 0°-16° // 0°-10° electrical downtilt 800 10764 K Dualband antenna with mounting bracket and mechanical tilt bracket 0°-16° // 0°-10° electrical downtilt 2.625 inches ± 0.125 (68 mm ± 4) 58 inches (1474 mm) 56.4 inches (1433 mm) 55.2 inches (1403 mm) 6 inches (152 mm) 11.8 inches (300 mm) 698-894 _45° iRCU iRCU 1710-2170 out in out in —45° 698-894 — +45° 1710-2170 +45° o 0 0 0 0 b 0 7 6 7-16 8pin 8pin 8pin 8pin 7-16 7-16 long neck female male female male long neck "Mechanical design is based on environmental conditions as stipulated in TIA-222-G-2 (December 2009) and/or ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. All specifications are subject to change without notice. The latest specifications are available at www.kathrein-scala.com. Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email: communications@kathrein.com Internet: www.kathrein-scala.com KATH SCALA DIVISION • X-polarized (+45° and -45°). • UV resistant fiberglass radomes. • Wideband vector dipole technology. • DC Grounded metallic parts for impulse suppression. • RET motor housed inside the radome and field replaceable. General specifications: Frequency range 698-894 MHz // 1710-2170 MHz 800 10766 700 MHz Dual Band 8', 65 Degree Antenna RET Impedance 50 ohms VSWR <1.5:1 Intermodulation (2x20w) IM3:< -150 dBc Polarization +45° and -45° Connector 4 x 7-16 DIN female (long neck) Isolation intrasystem >30 dB /1 intersystem >35 dB See reverse for order information. IRT specifications: Logical interface ex factory') AISG 1.1 Protocols AISG 1.1 and 3GPP/AISG 2.0 compliant Hardware interface2) 2 x 8pin connector acc. IEC 60130-9; according to AISG: - RCUin (male): Control / Daisy chain in - RCUout (female): Daisy chain out Power supply 10-30 V Power Consumption Adjustment time (full range) Adjustment cycles <1 W (standby); <8.5 W (motor activated) 40 seconds >50,000 Certification FCC 15.107 Class B Computing Devices Specifications: Gain 698-806 MHz 16.4 dBi 824-894 MHz 16.8 dBi 698-894 MHz *4111►lare ,,4 ts stiwi Horizontal pattern *45°- polarization »P 14114/74 WON Itt, S11111 4, Vertical pattern *45°- polarization 0°-10° electrical downtilt 1710-2170 MHz 6 M1 Horizontal pattern *45°- polarization 270. tariatatt 141,/:71:fittrit . is►�v1i <4:4 Vertical pattern *45°- polarization 0°-10° electrical downtilt ') The protocol of the logical interface can be switched from AISG 1.1 to 3GPP/AISG 2.0 and vice versa with a vendor specific command. Please note: If the Primary of the RETsystem doesn't support the standard of the 'logical interface ex factory', the RCU must be switched to the appropriate standard of the Primary before installation. Please contact Kathrein for further information. 2) The tightning torque for fixing the connector must be 0.5 - 1.0 Nm ('hand -tightened'). The connector should be tightened by hand only! 1710-1755 MHz 18 dBi 1850-1990 MHz 18.5 dBi 2110-2170 MHz 18 dBi Front -to -back ratio Maximum input power per input >30 dB (co -polar) 34 dB (average) 500 watts (at 50°C) >30 dB (co -polar) 34 dB (average) 500 watts (at 50°C) >27 dB (co -polar) 34 dB (average) 300 watts (at 50°C) >27 dB (co -polar) 34 dB (average) 300 watts (at 50°C) >27 dB (co -polar) 34 dB (average) 300 watts (at 50°C) +45° and -45° polarization 68° (half -power) horizontal beamwidth 65° (half -power) 63° (half -power) 62° (half -power) 63° (half -power) +45° and -45° polarization 9.5° (half -power) vertical beamwidth 8.7° (half -power) 5.8° (half -power) 5.8° (half -power) 5.8° (half -power) Electrical downtilt continuously adjustable 0°-10° 0°-10° 0°-10° 0°-10° 0°-10° Min sidelobe suppression for 0° 5° 10° T first sidelobe above main beam 16 16 16 dB average 18 20 18 dB 0° 5° 10° T 18 18 16 dB 20 20 20 dB 0° 5° 10° T 18 18 18 dB 20 22 20 dB 0° 5° 10° T 18 18 18 dB 20 22 20 dB 0° 5° 10° T 18 18 18 dB 20 22 20 dB Cross polar ratio Main direction 0° 25 dB (typical) Sector *60° >10 dB, 15 dB (avg) Tracking, avg. 1 dB 20 dB (typical) 25 dB (typical) 30 dB (typical) 25 dB (typical) >10 dB, 12 dB (avg) >8 dB, 15 dB (avg) >10 dB, 15 dB (avg) >8 dB, 15 dB (avg) 1 dB 1.5 dB 1.5 dB 1.5 dB Squint *2.5° ±2.5° *3° t3° t3° 11225-B 936.3873/a Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Email: communications@kathrein.com Internet: www.kathrein-scala.com AISG r L LPL Antenna interface Standards Group Fax: (541) 779-3991 KATH SCALA DIVISION Mounting Brackets for use with 2-point mount antennas Mast dia. 2-4.5 inches (50-115 mm) Weight: 4 Ib (1.8 kg) Mechanical Tilt Brackets for use with 2-point mount antennas Weight: 13 Ib (5.9 kg) (Model 850 10007) Order Information: Model Description 800 10766 700 MHz Dual Band 8', 65 Degree Antenna RET Mechanical specifications: Weight 58.4 Ib (26.5 kg) Dimensions 96 x 11.8 x 6 inches (2438 x 300 x 152 mm) Wind load Front/Side/Rear at 93 mph (150kph) 286 Ibf / 106 Ibf / 297 Ibf (1270 N) / (470 N) / (1320 N) Wind survival rating* 150 mph (240 kph) Shipping dimensions 104.6 x 12.6 x 7.5 inches (2656 x 320 x 190 mm) Shipping weight 71.6 Ib (32.5 kg) Mounting Mounting hardware included for 2 to 4.6 inch (50 to 115 mm) OD masts. KATHREIN 86010149 r/ti Tested To Comply ,�••((V- With FCC Standards This device complies with part 15 of the FCC Rules. Operetlon is subject to the following two conditions: (1) Thls device may not cause harmful interference, and (2) this device must accept any interference received, including interference that may cause undesired operation. Note: Refer to part number 860 10149 for the specifications of the remote control actuator. 800 10766 Dualband antenna with mounting bracket 0°-10° // 0°-10° electrical downtilt 800 10766 K Dualband antenna with mounting bracket and mechanical tilt bracket 0°-10° // 0°-10° electrical downtilt 2.625 inches ± 0.125 (68 mm ± 4) 98.8 inches (2510 mm) 97.2 inches (2469 mm) 96 inches (2438 mm) r 6 inches (15 ymm) 11.8 inches (300 mm) 1RCU ou^ 698-894 698-894 —45° +45° b b 7.16long neck7-16 8pin male 8pin female iRCU in out 1710-2170 —45° 1710-2170 +45° b b 7-16long neck7-16 8pin femaleo 8pin male,' Mechanical design is based on environmental conditions as stipulated in TIA-222-G-2 (December 2009) and/or ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. All specifications are subject to change without notice. The latest specifications are available at www.kathrein-scala.com. Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email: communications@kathrein.com Internet: www.kathrein-scala.com POWERWAVE Very Low Broadband Antennas P65-17-XLH-RR Dual Broadband Antennas ELECTRICAL SPECIFICATIONS* POLARIZATION: Dual linear ±45° FREQUENCY (MHz): 698-894, 1710-2170 HORIZONTAL BEAM WIDTH (°): 65, 65 GAIN (dBi/dBd): 17.2/15.1 17.5/15.4 TILT: 0-6, 0-10 LENGTH: 96" Frequency range (MHz) Frequency band (MHz) Gain (dBi/dBd) Polarization Nominal Impedance (II) VSWR Horizontal beam width, -3 dB (°) Vertical beam width, -3 dB (°) Electrical down tilt (°) Side lobe suppression, vertical 1st upper (dB) Isolation between inputs (dB) Inter band Isolation (dB) Tracking, horizontal plane ±60° (dB) Vertical beam squint (°) Front to back ratio (dB) 180°±30° copolar Front to back ratio (dB) 180°00° total power Cross polar discrimination (XPD) 0° (dB) Cross polar discrimination (XPD) ±60° (dB) IM3, 2xTx(d143dBm (dBc) Power handling, average per input (V l) Power handling, average total (W) 698-894 698-806 806-894 16.4/14.3 17.2/15.1 Dual Linear +/- 45 50 < 1.5:1 70 63 8.4 0 to 6 > 16 > 30 > 40 <2 <0.5 > 25 > 22 >15 10 <-153 500 1000 1710-1880 16.9/14.8 60 1710-2170 1850-1990 17.2/15.1 Dual Linear +)-45 50 < 1.5:1 63 6.5 0 to 10 > 16 > 30 <2 < 0.5 > 30 > 25 > 15 10 <-153 300 600 1900-2170 17.5/15.4 60 MECHANICAL SPECIFICATIONS* Connector Connector position Dimensions, HxWxD, in (mm) Mounting Weight, with brackets, Ibs (kg) Weight, without brackets, Ibs (kg) Wind load, frontal/lateral/rear side 42 m/s Cd=1.0 (N) Maximum operational wind speed, mph (m/s) Survival wind speed, mph (m/s) Lightning protection Operating Temperature Radome material Packet size, HxVVxD, in (mm) Radome colour Shipping weight, Ibs (kg) RET Brackets 4 X 7/16 DIN Female Bottom 96" x 12" x 6" (2438 x 305 x 152) Pre -mounted Tilt Brackets 70 (32) 59 (27) 1840 100 (45) 150 (67) DC Ground PVC 107"x16 x 10" (2725 x 400 x 255) Light Grey 81 (37) iRET AISGv1.1, MET and AISGv2.0 Available 7256.00, 7454.00 *All specifications subject to change without notice. Please contact your Powerwave representative for complete performance data. ANTENNA PATTERNS* c:::a ela For detailed patterns visit http:/Iwww.powerwave.com/rpa/. Updated: 2010-12-05 ® Copyright 2011 Powerwave Technologies, Inc. All rights reserved. All specifications are subject to change without notice. Please contact your Powetwave representative for complete performance data. 6/9 3.18 609 Mr* Almom 1116.61 GSM 69.0 rme,w..r. Rso.0,bs- 1W1010•61110100111 lan 0967138 47..41111 Temer Dart I.rwe9wpr.),91....) -1.29.2111111 Cokolon Perron Tr Ow. ToloOls 66. Nm..w.n.n.x 940 Omar Tor 1 1.0046.410 .101.09 Mom.. �:.,Poi) Aotmo NSW .▪ 01.1111 FIFT AM. 0011. • 1.5.10 rK1.66 Nem. our. 21.6 1.2.1,060191.101,900 74.170 1494. 06 90 1200 511012 100 LOPS la 1900 .01 100 Nato 702.6 05 05 `la LE 119 .92 LOP 21401 Kr Para 116129940 LAC �flPlmn,...I 3111.61.4.90162 smwASO 6▪ 3s 621064 10661 an 1.an sir Nay,alwt SO 31.100,913n A NaMrrr[wt 11/666 PA (64 MOP 86 90 6147 Na.l, 140 {:i..4 1.136 Kation 31339 210 1602160 PeetatWoo 7121 6/3119 110 660635 01920 100 00 118 smw xa10.69036 063 0416 .70 060 LOP 4.90111201 10000 42370 5620 739.1 SSOP 06 Oa 0010 MO 100 10.1.4,2o1 slam, 1. 51.60101 M. a.a Nay,i®M 1.18 .2.215 011.1 7721 749935 612012 4.912. 09011 691312 100 100 163 Corm 10 OW Nero Ne.14144C9066. Nos LOP 221401 Nem .11713 1/639 .1324 02973 an s.r 031 asps-a.n1a.l,ieN9 nmNa', r.M 9361l021.,a.lwy sr47 Walt. r ▪ 6116001. • Partanao 1.95 162104 140.161 1.0 19.11 60 290 01622002. 01102 0.11944 019215. Kaain Mane .161 0161 61109 119 ESOP 7221 TA MI wd xi105_r,w .620199 010 7221 MON 000107. COOP 6.6211 210 .210 210 910 330 211 10 Vee • o...rn.f )Mw o) 51210.5 91.2 5660415 142 502 91211. 0905.6.0 7646.63 5.410.14.3 51.40.45 AA 991. 143 15.690 Al .1162 411/1 aw.r{p latent. offs.. 1 PA 100 100 100 103 1113 100 Roar 72. Fools Leo. LOPS NB 1090 tat 111 ID. MO 100 Pst 1065 tom 011. 100 Number 011-010, w qn. W AD. 04611610.51.90196 Nw.a Mom taup, *6221 lOPA 1.214. 144.116(67293368 -1.411.19 Note aro ICS Mee 010.11 112212/46215 .60.111103 12290.1100 70099006 6270.162 12.01160026 1101120.110922 11.4.2.1.4220.411 20930669909 706.6 6.1.0.80116 101199.4 1.6121116102 720/040110.66 161.90.119919 2211.6.1. 79.0.131.2.4900 720139.014096 ar 21712 1631 21712 1623 1066 SAN 42.6 52024 .011 0141 096 0111 wrlayr«sM eu. NM,.sM 57.796114211101 arr Nai+aM sr..ra.l, raM ..IIM,®ML 9 .larirwM ®rloy,bM e..r 91611,r.M 54.55141.1719. arla.i,..M •.N Nai,imM srNmintr MrR.,my, sir laN„roM SC15 ALLENTOWN 2 0 mi 0.5 1 1.5 2 Copyright 0 and (P) 1988-2009 Microsoft Corporation and/or its suppliers. All rights reserved. http://www.microsoft.com/streets/ Certain mapping and direction data 0 2009 NAVTEQ. All rights reserved. The Data for areas of Canada includes information taken with permission from Canadian authorities, including: 0 Her Majesty the Queen in Right of Canada, 0 Queen's Printer for Ontario. NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEQ. 0 2009 Tele Atlas North America, Inc. All rights reserved. Tele Atlas and Tele Atlas North America are trademarks of Tele Atlas, Inc. © 2009 by Applied Geographic Systems. All rights reserved. 2.5 CITY OF T %VILA Department of Community Development / ! 7 6300 Souliicenter Boulevard Tukwila, ll' Yc707:1 v LI'I V NICATION Telephone: (206) 431-3670 FAX (206) 431APR -36�65 FACILITIES E-mail: tukplan@ci.tukwila.wa.us P8 1 2011 COMMUNsTY DEVELOPMENT APPLICATION fIRELESS TELE- FOR STAFF USE ONLY Permits Plus Type P-WCF Planner: Application Complete (Date: 5 hp f j / ) Application Incomplete (Date: File Number: / / 6 a -9 Project File Number: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Al , 1 eeN,cs., K,\10(.0 ,. 2 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 116)d 3 4, \ e,,, ,, L c-NA LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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: Address: Phone: 7of- (2z7-3 S7, E-mail: S.„ Signature: f.8c_4. FAX: Date: C:\DOCUME-1\SCOTT--I.TUK\LOCALS-1\Temp\XPGrpWise\Wireless Communication Facility-Jan2011.doc Landlord in writing, which such writing shall be delivered to Landlord at the address specified in paragraph 14 hereof. The date of the notification of exercise of option shall be the commencement date of the Lease ("Commencement Date"). b. :tf Tenant exercises the Option as described in subparagraph 1(a) above, then, subject to the following terms and conditions and commencing on the Commencement Date, Landlord hereby leases the Property to Tenant for the use of a portion of the Property, as identified on the site plan attached hereto as Exhibit B, together with easements for access and utilities as provided herein (collectively, the "Premises"). The Premises shall comprise at least 8900 square feet. 2. USE. The Premises may be used by Tenant for the transmission and reception of radio communication signals in any and all frequencies, for the construction and maintenance of related facilities, towers, antennas, or buildings and for related activities. During the initial Option Period and any extensions thereto, and during the term of this Lease, Landlord agrees to cooperate with Tenant in obtaining, at Tenant's expense, all licenses and permits required for Tenant's use of the Premises (the "Governmental Approvals"). 3. TERM. The term of this Lease shall be five years, commencing on the Commencement Date, and terminating at Midnight on the last day of the month in which the fifth anniversary of the Commencement Date shall have occurred. Tenant shall have the right to extend this Lease for five additional five-year terms ("Renewal Terms"). Each Renewal Term shall be on the same terms and conditions as set forth herein, except that Rent shall be increased as provided in Paragraph 4(a) below. This Lease shall automatically be renewed for each successive Renewal Term unless Tenant shall notify Landlord of Tenant's intention not to renew this Lease at least ten (10) days prior to the expiration of the term or any Renewal Term. 4. RENT. a. Upon the Commencement Date, and during the initial five-year term of this Lease, Tenant shall pay Landlord, as rent, the sum of Four Hundred Dollars ($400.00) per month ("Rent"). Rent shall be payable on the first day of each month in advance to Landlord at Landlord's address specified in Paragraph 14 below. The Option Fee and the Additional Option Fee shall be credited to Tenant's account as Rent paid hereunder, and shall be applied toward the payment of Rent each month commencing on the Commencement Date until such funds are exhausted. During the Renewal Terms, if any, Rent shall be increased by fifteen percent SITEABCREV#P2 (15%) of the Rent in effect for the previous term. Landlord shall be responsible for communicating the amount of each rental adjustment to Tenant. For years 11 through 30 the rate of rent shall be increased annually by the Seattle Tacoma CPI, but shall increase by no more than 5% and no less than 3%. b. If this Lease is terminated at a time other than on the last day of a month, Rent shall be prorated as of the date of termination, and, in the event of termination for any reason other than nonpayment of Rent, all prepaid Rents shall be refunded to Tenant. 5. INTERFERENCE. Landlord shall not use, nor shall Landlord permit its tenants, licensees, invites or agents to use any portion of Landlord's properties in any way which interferes with the operations of Tenant. Such interference shall be deemed a material breach by Landlord, and Landlord shall have the responsibility to terminate said interference. In the event any such interference does not cease promptly, the parties acknowledge that continuing interference will cause irreparable injury to Tenant, and therefore Tenant shall have the right, in addition to any other rights that it may have at law or in equity, to bring action to enjoin such interference or to terminate this Lease immediately upon notice to Landlord. 6. IMPROVEMENTS; UTILITIES; ACCESS. a. Tenant shall have the right, at its expense, to erect and maintain on the Premises improvements, personal property and facilities, including without limitation an antenna tower and base, radio transmitting and receiving antennas, and an electronic equipment shelter (collectively the "Antenna Facilities"). The Antenna Facilities shall remain the exclusive property of Tenant, and Tenant shall have the right to remove the Antenna Facilities following any termination of this Lease. At the termination of the lease Tenant shall return the property to its original condition as close as is possible, including removal of concrete pads to one foot below grade, reasonable wear and tear accepted, excluding replacement of any foliage. b. Tenant shall have the right to install utilities, at Tenant's expense, and to improve the present utilities on the Premises (including, but not limited to the installation of emergency power generators). Tenant shall have the right to permanently place utilities on (or to bring utilities across) the Property in order to service the Premises and the Antenna Facilities. Landlord shall execute an easement evidencing this right upon Tenant's request. c. Landlord represents and warrants to Tenant that Tenant shall enjoy ingress, egress, and access from an open and improved public road to the Property adequate to service the Property and SITEABCREV#P3 the Antenna Facilities at all times during the term of this Lease or any renewal thereof at no additional charge to Tenant. Landlord shall execute an easement evidencing this right upon Tenant's request.. 7. TERMINATION. Except as otherwise provided herein, this Lease may be terminated, without any penalty or further liability, on thirty (30) days' written notice as follows: (a) by either party upon a default of any covenant or term hereof by the other party, which default is not cured within sixty (60) days of receipt of written notice of default (without, however, limiting any other right available to the parties at law, in equity, or towards or pursuant to any other provisions hereof); (b) by Tenant if it is unable to obtain or maintain any license, permit or other Governmental Approval necessary to the construction and/or operation of the Antenna Facilities or Tenant's business, or if Tenant reasonably determines the cost or time involved in obtaining such approval is prohibitive; (c) by Tenant if the Premises are or become unacceptable under Tenant's design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong. 8. TAXES. Tenant shall pay any personal property taxes assessed on, or any portion of such taxes attributable to, the Antenna Facilities. Landlord shall pay when due all real property taxes and all other fees and assessments attributable to the Premises. However, Tenant shall pay, as additional Rent, any increase in real property taxes levied against the Premises which is directly attributable to Tenant's use of the Premises, and Landlord agrees to furnish proof of such increase to Tenant. 9. INSURANCE. a. Tenant will provide Comprehensive General Liability Insurance in an aggregate amount of $1,000,000.00, and name Landlord as an additional insured on the policy or policies. Tenant may satisfy this requirement by obtaining appropriate endorsement to any umbrella policy of liability insurance Tenant may maintain. b. Neither party shall be liable to the other (or to the other's successors or assigns) for any loss or damage caused by fire or any of the risks enumerated in a standard "All Risk" insurance policy, and, in the event of such insured loss, neither party's insurance company shall have a subrogated claim against the other. SITEABCREV#P4 10. DESTRUCTION OF PREMISES. If the Premises or the Antenna Facilities are destroyed or damaged so as, in Tenant's judgment to hinder the effective use of the Antenna Facilities, Tenant may elect to terminate this Lease as of the date of the damage or destruction by so notifying Landlord not more than 45 days following the date of damage. In such event, all rights and obligations of the parties shall cease as of the date of the damage or destruction and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. 11. CONDEMNATION. If a condemning authority takes all of the Property, or a portion sufficient, in Tenant's determination to render the Premises unsuitable for the use which Tenant was then making of the Premises, this Lease shall terminate as of the date the title vests in the condemning authority. The parties shall be entitled to share in the condemnation proceeds in proportion to the values of their respective interests in the Premises (which for Tenant shall include, where applicable, the value of its Antenna Facilities, moving expenses, prepaid rent, and business dislocation expenses). Sale of all or part of the Premises to a purchaser with the power of eminent domain in the face of the exercise of the power, shall be treated as a taking by condemnation. 12. HOLD HARMLESS. Tenant agrees to hold Landlord harmless from any and all claims arising from the installation, use, maintenance, repair or removal of Tenant's Antenna Facilities, except for claims arising from the negligence or intentional acts of Landlord, its agents or independent contractors. 13. RIGHT OF FIRST REFUSAL. During the term of this Lease, as extended, Landlord shall, prior to selling the Property or any portion thereof, notify Tenant in writing of the sale price and terms offered by a third party, together with a copy of the third -party offer. Tenant shall have the right of first refusal to purchase the Property or the portion to be sold, on the same terms and conditions (or cash -equivalent terms, if a property exchange is proposed) by giving Landlord notice of its intention to purchase the same within thirty (30) days of receipt of Landlord's notice. If Tenant gives no such notice of intention to purchase the Property, Landlord may sell the Property to the third party on the stated terms and price, as long as such sale closes within six (6) months of the date of the third party's offer. SITEABCREV#P5 14. NOTICES. All notices, hereunder shall be personally delivered requested, or sent addresses: If to Landlord, to: John L. Hutchinson 3824 N. 33rd Boise, ID 83703 requests, demands and other communications in writing and shall be deemed given if or mailed, certified mail, return receipt by overnight carrier to the following If to Tenant, to: Interstate Mobilephone Company d/b/a Cellular One 617 Eastlake Ave. E. Seattle, WA 98109 Attn: Operations Engineer With a copy to: McCaw Cellular Communications, Inc. Pacific Northwest Region Office 5808 Lake Washington Blvd. N.E. Kirkland, WA 98033 Attn: Jennifer Marsh 15. TITLE AND QUIET ENJOYMENT. a. Landlord warrants that it has full right, power and authority to execute this Agreement and has good and unencumbered title to the Property free and clear of any liens or mortgages. Landlord further warrants that Tenant shall have the quiet enjoyment of the Premises during the term of this Agreement or any renewal thereof. b. Tenant has the right to obtain a title report or commitment for a leasehold title policy from a title insurance company of its choice. If, in the opinion of Tenant, such title report shows any defects of title or any liens or encumbrances which may adversely affect Tenant's use of the Premises or Tenant's ability to obtain leasehold financing, Tenant shall have the right to terminate this Agreement upon written notice to Landlord. c. Tenant shall also have the right to have the Property surveyed, and, in the event that any defects are shown by the survey, which, in the opinion of Tenant may adversely affect Tenant's use of the Premises or Tenant's ability to obtain leasehold financing, Tenant shall have the right to terminate this Agreement upon written notice to Landlord. Tenant to provide a copy of survey to Landlord. d. Landlord represents and warrants to Tenant that hazardous substances have not been generated, stored or disposed SITEABCREV#P6 of on the Premises nor have the same been transported to or over the Premises. "Hazardous substance" shall be interpreted broadly to mean any substance or material defined or designated as hazardous or toxic waste, hazardous or toxic material, hazardous or toxic or radioactive substance, or other similar term by any federal, state or local environmental law, regulation or rule presently in effect or promulgated in the future, as such laws, regulations or rules may be amended from time to time; and it shall be interpreted to include, but not be limited to, any substance which after release into the environment will or may reasonably be anticipated to cause sickness, death or disease. Landlord will hold Tenant harmless from and indemnify Tenant against and from any damage, loss, expenses or liability resulting from any breach of this representation and warranty including all attorneys' fees and costs incurred as a result thereof. Tenant represents and warrants to Landlord that hazardous substances will not be generated, stored or disposed of on the Premises or will be transported to or over the Premises. Tenant will hold Landlord harmless from and indemnify Landlord against and from any damage, loss, expenses or liability resulting from any breach of the representation and warranty including all attorneys fees and costs incurred as a result hereof, including the costs to restore the property to its original condition. 16. ASSIGNMENT. Tenant may assign or sublet this Lease upon notice to Landlord. Any sublease that is entered into by Tenant shall be subject to the provision of this Lease. Additionally, Tenant may, upon notice to Landlord, mortgage or grant a security interest in this Lease and the Antenna Facilities, and may assign this Lease and the Antenna Facilities to any such mortgagees or holders of security interests including their successor or assigns (hereinafter collectively referred to as "Mortgagees"). In such event, Landlord shall execute such consent to leasehold financing as may reasonably be required by Mortgagees. Landlord agrees to notify Tenant and Tenant's Mortgagees simultaneously of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant except that the cure period for any Mortgagee shall not be less than ten (10) days after receipt of the default notice. 17. SUCCESSORS AND ASSIGNS. This Lease shall run with the Property described in Exhibit A. This Lease shall be binding upon and inure to the benefit of the parties, their respective successors, personal representatives and assigns. 18. WAIVER OF LANDLORD'S LIEN. Landlord hereby waives any and all lien rights it may have, statutory or otherwise, concerning the Antenna Facilities SITEABCREV#P7 or any portion thereof which shall be deemed personal property for the purposes of this Lease, regardless of whether or not same is deemed real or personal property under applicable laws, and Landlord gives Tenant the right to remove all or any portion of same from time to time in Tenant's sole discretion and without Landlord's consent. 19. MISCELLANEOUS. a. The substantially prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorneys' fees and court costs, including appeals, if any. b. Each party agrees to furnish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. c. This Lease constitutes the entire agreement and understanding of the parties, and supersedes all offers, negotiations and other agreements. There are no representation or understandings of any kind not set forth herein. Any amendments to this Lease must be in writing and executed by both parties. d. If either party is represented by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker, and shall hold the other party harmless from any claims for commission by such broker. e. Landlord agrees to cooperate with Tenant in executing and obtaining any Lender's signature on any documents (including a Memorandum of Lease or Attornment/Non-disturbance Agreement) necessary to protect Tenant's rights hereunder or Tenant's use of the Premises. f. This Lease shall be construed in accordance with the laws of the state in which the Property is located. g. If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. h. Tenant shall control the weeds on the leased Premises. SITEABCREV#P8 DATED as of the date first set forth above. P LANDLORD: �� - bY/ • `-y�_ Jo n L. Hutchinson TENANT: SITEABCREV#P9 COMPANY General Manager TENANT STATE OF WASHINGTON COUNTY OF KING On this day of , 1990, before me, a Notary Public in and for the State of Washington, personally appeared Robert L. Lewis, known to me to be the General Manager of Interstate Mobilephone Company, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and the official seal affixed the day and year first above written. Notary Public in and for the State of Washington residing at My commission expires TENANT STATE OF WASHINGTON COUNTY OF KING On this day of , 1990, before me, a Notary Public in and or the State of Washington, personally appeared Robert L. Lewis, known to me to be the General Manager of Interstate Mobilephone Company, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and the official seal affixed the day and year first above written. LINDA M IRVIN Notary Public STATE OF WASHINGTON Clack County hY Canm. EN). Feb. t54 1YD3 Notary Public in and forrhe,,State of Washington residing at e,,ftiezitte to ft 1/3/73 My commission expires EXHIBIT A LEGAL DESCRIPTION to the Lease Agreement dated September 5, 1990 between John L. Hutchinson and Barbara J. Hutchinson as Landlord and Interstate Mobilephone Company as Tenant. The Property is described as follows: Lots 57, 58, 59 and 60, Block 11, Allentown addition to the City of Seattle, according to the plat thereof recorded in Volume 12 of Plats, page 100, Records of King County, Washington. Situated in the County of King, State of Washington. EXHIBIT A LEGAL DESCRIPTION to the Lease Agreement dated September 5, 1990 between John L. Hutchinson and Barbara J. Hutchinson as Landlord and Interstate Mobilephone Company as Tenant. The Property is described as follows: -Lots--57, 5.E, 59 and 60, Block 11, Allentown addition to the City of SeatLle;,according to the plat thereof recorded in Volume 12 of Plats, page 100, Records of King County, Washington. Situated in the County of King, State of Washington. So . ) Z U S-rEEEr `c w to o ^' y L t^ U ty.1 4 7A 4 F.'P b r tit -- -t r y 15 tO 6' r, E frt In to o z A4 N r t _ 0 r This exhibit to be replaced by a land survey, upon receipt thereof by the TENANT] PROPRIETARY INFORMATION CULNI: PROJECT INFORMATION PROJECT DESCRIPTION' AT&T PROPOSES TO MODIFY AN EXISTING UNOCCUPIED TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF (3) NEW PANEL ANTENNAS, (6) RRH UNITS, AND (1) "SQUID" SURGE PROTECTOR AT ANTENNA LEVEL; ALSO PROPOSED IS •THE ADDITION OF (1) LTE EQUIPMENT • MODULE AND (1) FIBER. ENCLOSURE MOUNTED 'ON PROPOSED 19" RACK IN EXISTING AT&T LEASE AREA APPLICANT' AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 SITE INFORMATION' ZONING CLASSIFICATION: MIC/H BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: N/A OCCUPANCY: UNOCCUPIED JURISDICTION: CITY OF TUKWILA CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION' LATITUDE: 47 29' 37 N LONGITUDE: 122' 16' 16" W TOP OF STRUCTURE AGL: 94.-0" BASE OF STRUCTURE AMSL• 15'-0" PARCEL NUMBER(S)' 0179001955 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER; WANG JOHN P + JEAN Y.CHEN 220 141ST AVE NE BELLEVUE, WA 98007 BUILDING CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED. BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: • 2008 NATIONAL ELECTRIC CODE (NFPA 70) • 2009 INTERNATIONAL. BUILDING CODE (IBC) • 2009 INTERNATIONAL MECHANICAL CODE (IMC) PROJECT TEAM PROJECT CONSULTANT — IMPLEMENTATION TEAM GOODMAN NETWORKS 8815 122ND AVE NE KIRKLAND, WA 98033 PH: (206) 321-1116 PROJECT CONSULTANT — SITE ACOUISITION & PERMITTING TELCO PACIFIC 15340 NE 92ND STREET REDMOND, WA 98052 CONTACT: SHANE SMITH PH: (206) 227-3876 SHANEDSMITHOCOMCAST.NET PROJECT CONSULTANT — RICK MATTESON MORRISON 'HERSHFIELD CORPORATION 10900 NE 8TH. STREET, SUITE 810 BELLEVUE, WA 98004 CONTACT:. RICK MATTESON PH: (425) 451-1301 RMATTESONOMORRISONHERSHFIELD.COM THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS• IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE *ara. at&t ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 VICINITY MAP 158 & 8 124th SJ C r. s E t, 1 s 124h St N 9N S',131h'S1. $ 114111 St, 13Wtsl . m .: S Avon St . I. 5 Avon Sr' 64, sA. 'IN. ,40 S JtSI 6,20mst 5121st St S/ gusto St.. cy 44, 4 1. . S 1141A 51 016 14, S as, � fi tit a �^ s team st S 125th St S 12E41 1P s 129R19 DRIVING DIRECTIONS DIRECTIONS: HEAD SOUTH OUT OF SEATTLE ON INTERSTATE HWY 5 TAKE EXIT #156, INTERURBAN AVE. SOUTH. TURN RIGHT ON INTERURBAN AND CONTINUE TO 42ND AVE.-SOUTH. TURN RIGHT ONTO 42 AVENUE AND TURN RIGHT AGAIN ONTO 122ND ST. CONTINUE TO SITE AT THE INTERSECTION OF 51ST PLACE SOUTH. APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: RF MANAGER: - SITE ACQUISITION: OPPS MANAGER: - ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE IND1ALS ADJACENT TO EACH REDUNE NOTE ASDRAWINGSARE BEING REVIEWED OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. DRAWING INDEX SHEET DESCRIPTION REV. T-1 TITLE SHEET G-1 GENERAL NOTES' G-2 GENERAL NOTES & SYMBOLS C-1 SITE PLAN A-1 COMPOUND PLAN A-2 EXISTING & PROPOSED ELEVATIONS A-3 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATIONS RF-2 RF EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS 0 0 0 0 0 0 0 0 0 0 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. LEGAL DESCRIPTION ALLENTOWN ADD SELY 12 FT OF 9 ALL OF 10-11-12. ABBREVIATIONS A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG - CEILING CLR CLEAR CONC CONCRETE CONST - CONSTRUCTION CONT CONTINUOUS DBL DIA DIAG •DN DET DOUBLE DIAMETER DIAGONAL DOWN DETAIL DWG DRAWING EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLUORESCENT FLOOR FOOT G4 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 INSIDE DMMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING . NOT APPLICABLE NOT IN' CONTRACT NOT TO BSI F OC ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REOUIRED ROOM SHEET SIMILAR ' SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STUD SUSPENDED "THROUGH TINNED TYPICAL UNO UNLESS NOTEDOTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ W/O WP WITH WITHOUT WATER PROOF APR 18 2011I 4T at&t IMPLEMENTATION TEAM: :r ,odmanNetworks SITE ACOUISWON &. PERMITTING TEAM: • mrl MORRISON HERSHFIELD 10900 NE 8th, Suite 810, • Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www. morfisonhershfield.com • PROJECT: ALLENTOWN 2 SCI5 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION 1NrtIAL A 01/19/11 908 CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM • NOT FOR- CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RB SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT 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 TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SNAIL INCUR ANY EXPENSES TO RECTIFY THE STRIATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE. SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL.- VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION- SITE- WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER-VERBALLY AND IN WRITING. 3.. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID- WALK. 4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. - 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE'COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL' NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTSINACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR -SHALL PRICE THE MORE COSTLYOR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING- AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT.. TRADE STANDARDS AND/OR PUBUSHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REOUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE -CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY.NEW SLAB- OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL- OPENINGS, CHASES. AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO. BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL- PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL APPROVED MATERIALS- IF APPUCABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO' ANY GRADING, CONSTRUCTION, .AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. -29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REOUIREMENTS. (TITLE-24 -WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REOUIREMENTS. 6. DRAWINGS ARE NOT TO BE SCALED- UNDER ANY CIRCUMSTANCE. TOWER NETWORK . 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE IMPROVEMENTS. EASEMENTS. PAVING. CURBING, ETC. DURING CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. UPONGE MAY HAVEON OF WORK, OCCURRED DUE TO CCONSTRUCTIONRACTOR SHALL REPAIR ANY ON OR ABOUT HE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL. DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33.- NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, ILXIURE, FINISH, AND .IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. - - 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10.T E CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE TH E CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE.. FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, .SEQUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO IAANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED - OTHERWISE OR WHERE LOCAL CODES OR . ORDINANCES TAKE .PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE -WORK. 14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, -A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSNE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED 8Y THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE - CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR - CHANGE ORDERS AT THE CONCLUSION OF THE WORK - AS. A PART OF THE AS -BUILT DRAWING RECORDS. - 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TOBEALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED. OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS- PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK. IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED . IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE .EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER - PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT. UMIT THE APPLICATION OF ANY DRAWING OR DETAIL .21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). - - AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. _ 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE ONES AND LEVELS OF THE EXISTING CONDMONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. - 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL -MATERIALS AND SHALL NOTDOSO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS - 70 BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN - OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL- BE RESPONSIBLE FOR THEIR - OWN CUTTING, .FITTING. PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND -REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS. FIXTURES, AND/OR ANY EQUIPMENT NAMED BY. A TRADE OR MANUFACTURER.- GUARANTEES. OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! -BURIED UTILMES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION . WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER - -- INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE - APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE - CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR AU. WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR. TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO :BE PLACED IN GROUND. SEE GENERAL - NOTE•#6 ON THIS SHEET. 46. SEE CML DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH - PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDUNED CONSTRUCTION SET. • 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THEFIELDBY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 52. THE CONTRACTOR. SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. - - 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALLNECESSARYPERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE -PROJECT, - BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. _ 54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS - -AND/OR SPECIFICATIONS. - 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK - CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE - APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. - 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO 8E PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. _ . - 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40. PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH - MATCHINGMATERIALS (GRASS, ASPHALT, CONCRETE, ETC.)- 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTIUZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA _ FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK _- GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE. CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATON. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR; AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF. ROOFTOP. SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REOUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSUL-TING 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 SHALLINCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL -PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TES FOR ALL CABLE TRAY 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 BE PANDUR CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUR PRODUCT DISTRIBUTED BY TRIARC. - 65. ALL WORK -TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, -.EXCLUDING HOLIDAYS 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. SPECIAL NOTES: 1. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, - WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPUANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 2. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS. SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND. APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. - - 3. IN EVERY EVENT, - THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM - SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN - IT SHALL BE THE. DEEMED AND -UNDERSTOOD TO BE INCLUDED JN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (LE. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN R SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL THESE DOCUMENTS. ARE MEANT AS. A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 'APR 1.8 20111 ur:rr atsit IMPLEMENTATION TEAM: GoodmanNetworks SITE ACQUISITION & PERMITTING TEAM: A&E TEAM: MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425,451.1301 . Fax: 425.289.5958 .- www. mortisonhershfield.com PROJECT: ALLENTOWN 2 SCl5 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. A DATE DESCRIPTION 01/19/11 90R CD SUBMITTAL INITIAL JAI 04/14/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: 'R8 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 DESIGN CRITERIA: STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL. STEEL SHALL BE SUBMITTED 10 THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. SYMBOLS: GRID. REFERENCE CUENT: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA -ROOF-SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) - BASIC WIND SPEED 85 MPH (ASCE7-05 3 SECOND GUSTS) - WIND EXPOSURE C - SEISMIC ZONE - D CONCRETE NOTES: 1. AU. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2006 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS 8. ALL STRUCTURAL CONCRETE EXCEPT WALLS C. CONCRETE WALLS 28 DAY STRENGTHS W/C (f'c) RATIO 4,000 PSI 4,000 PSI 4,000 PSI 5 .45 • 5 .45 MINIMUM CEMENT CONTENT PER CUBIC YARD 6 J4 SACKS 6 J4 SACKS 5.45 6)4 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER. SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2006 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT, S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT I FACT 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT AU. WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT I FAST 30 BAR DIAMETERS OR A MINIMUM OF 2•-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC 'A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC .SHALL CONFORM TO ASTM A-185. 8. SPIRAL REINFORCEMENT SHALL BE. PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 P51. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - - FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE - - FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" TO EARTH OR WEATHER (#5 BARS OR SMALLER) .1 1/2" - 'SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 3/4" 12- ANCHOR BOLTS TO CONFORM TO ASTM A307. - 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH. SHALL BE AT I FAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). - _ - 14. ALL EXPANSION ANCHORS TO BE HILT1 BRAND. ADHESIVE- ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS. WANED. BY ENGINEER. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. .SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAP ItH 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE . FOLLOWING REQUIREMENTS: TYPE OF MEMBER B. C. D. PLATES, SHAPES, ANGLES, AND RODS SPECIAL SHAPES AND PLATES PIPE COLUMNS _ STRUCTURAL TUBING ANCHOR BOLTS CONNECTION BOLTS ASTM A36, Fy 36 KSI ASTM A572, Fy 50 KSI ASTM A53, Fy 35 KSI ASTM A500,-Fy 46 KSI ASTM A307 ASTM A325 TWIST -OFF -TYPE 4. ALL -MATERIAL TO BE -HOT -.DIPPED GALVANIZED AFTE A123/A123M-00. R FABRICATION PER 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY,WAB.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAUFIED WELDS - (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE . PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS - (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. - 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE.A.IS.S. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." - 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM. A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. - 10. ALL WELDS TO BE-. 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRIWNG AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER/POLE NOTES: 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING 'IS TO BE DONE BY OTHERS. PROVIDE SUPPORTS FORTHEANTENNA 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. SAFETY PROGRAM: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THEIR OWN SAFETY TRAINING PROGRAM. SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 4000 PSI (04 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. RECORD DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERUNE PROPERTY/LEASE UNE MATCH UNE -�- WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE . •CONDUCTORS 0/H c--^..„.-- •^...^'<. ^I GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL PLYWOOD SAND WOOD CONTINUOUS WOOD - BLOCKING STEEL (N) NEW (E) EXISTING c NEW ANTENNA - A EXISTING ANTENNA • GROUND ROD ,--o GROUND BUS BAR • MECHANICAL GRND. CONN. ZIF4IT4rr R LL1 >< I 1 ■ CADWELD GROUND ACCESS WELL ELECTRIC BOX Q TELEPHONE BOX UGHT POLE O FND. MONUMENT 'O SPOT ELEVATION - SET POINT • REVISION ❑ VERIONS 0 i ❑ IDENTIFICATION OF STEEL AND AT JOB .SRE ❑ ADHESIVE BOLTS IN CONCRETE. OR MASONRY -❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ 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 - -•-• .FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL. FIELD WELDING -❑.REINFORCING PLACEMENT -❑ DESIGNER SPECIFIED (SEE SHEET#_). ❑ OTHER APR 1810111 mat&t IMPLEMENTATION TEAM: GoodrnanNetworks SITE ACQUISITION & PERMITTING TEAM: NYE TEAM: T -r Ycu• 8�ry6c �a�V,e m MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION INTT4L A 01/19/11 90% CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RB SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 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. CLIENT: 0179001555 0179001540 0179001545 0179001380 0179001510 0179001500 0179001475 0179001485 0179001475. 22"x34" SCALE: 1" = 40'-0" 11"x17" SCALE: 1" _ 80'-0" 40" 284MMD" 40 ` - S 122ND ST � I � 0179001585. 0179001586 0179001587 0179001588 0179001589 0179001595 0179001770 0179001755 0179001756 I I Ld I I x _�-- l 0179001730 I tn 1 I 0179001600 0179001605 0179001620 0179001635 0179001660 0179001745 0179001731 1 I 0179001725 . .. - I I 71 I I 0179001695 d179001787 0179001940 0179001785 0179001800 0179001805 0179001850 0179001858 3847400970 0003800003 0179001945 0179001955 / \ 0179001965 0179001970 / 0179001990 / 0179001995 LEGAL DESCRIPTION ALLENTOWN ADD SELY 12 FT. OF 9 ALL OF 10-11-12. 'APR 18 20111 hbnh 1* ro ewanyre y IMPLEMENTATION TEAM: 0 at&t GoodmanNetworks SITE ACOUISRION & PERMITTING TEAM: A&E TEAM: • MORRISON SHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.nlorrisonhershfield.com PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION INITIAL A 01/19/11 908 CD SUBMITTAL • JM 04/14/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS • LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RB SHEET TITLE SITE PLAN SHEET NUMBER c-1 . THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARYBYNATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. DEVELOP:i3O T SITE PLAN 1 at&t EXISTING 6'-0 HIGH CHAINUNK FENCE W/ BARBED WIRE TOP. EXISTING H—FRAME PROPOSED AT&T (1) RAYCAP SQUID ATTACHED TO EXISTING MONOPOLE PROPOSED AT&T RRH UNIT MOUNTED TO PIPE MOUNT BEHIND ANTENNA (TYP. OF (1) PER SECTOR) PROPOSED AT&T•LTE PANEL ANTENNA TO BE ADDED TO AN EXISTING (3) SECTOR ANTENNA ARRAY (1) LTE ANTENNA PER SECTOR FOR A TOTAL OF (3) NEW LTE ANTENNAS) PROPOSED AT&T 700MHz RRH UNIT MOUNTED TO PIPE MOUNT BEHIND ANTENNA (TYP. OF (1) PER SECTOR) EXISTING 12'-6" ACCESS GATE PROPOSED AT&T 19" LTE RACK PROPOSED AT&T (1) EXCESS FIBER CABLE ENCLOSURE TO BE MOUNTED ON A PROPOSED EQUIPMENT RACK PROPOSED AT&T (1) 9926 BBU EQUIPMENT. TO BE MOUNTED ON A PROPOSED EQUIPMENT RACK EXISTING AT&T EOUIPMENT CABINET. TO REMAIN (TYP.) EXISTING AT&T 11'-5". X 2T-9" EQUIPMENT SHELTER EXISTING AT&T 3—SECTOR ANTENNA ARRAY WITH (3) PANEL ANTENNAS PER SECTOR TO REMAIN (TYP.) EXISTING AT&T ICE —BRIDGE NEW LTE CABLES TO RUN • ALONGSIDE EXISTING AT&T COAX CABLES (TYP.) EXISTING 94'-0" MONOPOLE TOWER TAPR 18. 20111 - DE1reJa1 comas F tEiT by site ow*/ .22"x34" SCALE: 1/4" a i'-0" - - - 11"x17" SCALE: 1/8" s 1'-0" 4 3' 2 1' 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY. NATURE. ANY USE. OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES 1S STRICTLY PROHIBITED. IMRI INN NIM COMPOUND PLAN 1 IMPLEMENTATION TEAM: GoodmanNetworks SITE ACQUISITION & PERMITTING TEAM: V7WIMIZto, B.nes4 1 �y 1 T A&E TEAMS MORRISON HERSHFIELD 10900 NE 8th, Suite 810, • Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.monisonhershfield.com PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION INITIAL A 01/19/11 90% CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM NOT. FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RB SHEET TITLE COMPOUND PLAN SHEET NUMBER A-1 CLIENT: PROPOSED AT&T 700MHz RRH UNIT MOUNTED. TO PIPE MOUNT BEHIND ANTENNA (TYP OF (1) PER SECTOR) PROPOSED AT&T AWS RRH UNIT MOUNTED TO PIPE MOUNT BEHIND ANTENNA (TYP OF (1) PER SECTOR) 22"x34". SCALE: 1/8" = 1'—O" 11"x17" SCALE: 1/16" = 1'-0" 8 6 4 2 0 1111 8' NOTES: NO WORK SHALL COMMENCE. WITHOUT THE APPROVED STRUCTURAL TOWER/ANTENNA ANALYSIS REPORT (SIGNED AND SFAI FD) PROVIDED BY OTHERS UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER STRUCTURAL ANALYSIS SUPPLIED• BY AT&T AND MODIFY; IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED • STRUCTURAL REPORT PRIOR TO. INSTALLATION OF ANTENNAS AND COAX CABLES. PROPOSED AT&T LTE PANEL ANTENNA TO BE ADDED TO AN EXISTING (3) SECTOR ANTENNA ARRAY (1) LTE ANTENNA PER SECTOR FOR A TOTAL OF (3) NEW LTE ANTENNA EXISTING AT&T PANEL ANTENNAS TO REMAIN PROPOSED AT&T (1) RAYCAP SQUID MOUNTED NEAR ANTENNA LEVEL ON AN EXISTING MONOPOLE EXISTING 100'-0" MONOPOLE EXISTING 6'-0" HIGH CHAINLINK FENCE W/ BARBED•WIRE TOP 00 z PROPOSED NORTHEAST ELEVATION 2 EXISTING AT&T PANEL ANTENNAS TO REMAIN 22"x34" SCALE: 1/8" = 1'-0 11"x17" SCALE: 1/16" = 1'-0 8 6 4 2 0 • ii IN 8' EXISTING AT&T PANEL ANTENNAS TO REMAIN. EXISTING 100.-0" MONOPOLE - EXISTING AT&T EQUIPMENT SHELTER EXISTING 6'-0" HIGH CHAINLINK FENCE W/ BARBED WIRE TOP 77 'APR 18.20111 COMHURTi DEJELOP15.WW EXISTING NORTHEAST ELEVATION 1 m`at&t IMPLEMENTATION TEAM: GoodmanNetworks SITE ACOUISmON -& PERMITTING TEAM:' 1 N 1 N2e/Ic wan. A&E TEAM: m• MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com • PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS NO. DATE DESCRIPTION INONI. A 01/19/11 908 CD. SUBMITTAL JM 09/19/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RB SHEET TITLE EXISTING & PROPOSED ELEVATION SHEET NUMBER A-2 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. CUENr: NOT USED ^7 22"x34" SCALE: NOT. USED ./ 11"x17" SCALE: NOT USED MANUFACTURER: ALCATEL—LUCENT MODEL: 9926 BBU HEIGHT: 19" WIDTH: 3.469"; 2U (Rock Units) DEPTH: 11.81" WEIGHT: 26 LBS 19.0" 19.0" FRONT RACK MOUNTED BBU DETAIL 22'x34" SCALE: 1 1/2;=1:-0" 11"x17" SCALE: 3/4 �1 -0 REMOVEABLE COVER REMOVEABLE 19 RACK EAR, TYP STANDARD 19" EQUIPMENT RACK MANUFACTURER: ROSENBERGER MODEL FB-15—ABOX CEO 10505 EXCESS FIBER CABLE ENCLOSURE DIMENSIONS: 17"W X 1-3/414 (1U) X 12"D CAPACITY: 20m (65.±) OF 10MM CABLE • EXCESS FIBER •CABLE ENCLOSURE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOTTO SCALE NOT USED 22"x34" SCALE: NOT USED 2 11"x17" SCALE: NOT USED MAKE: ARGUS MODEL 48 VDC CORDEX HEIGHT: 6.3" WIDTH: 3.4" DEPTH: 11.8' WEIGHT: 10- LBS 48 VDC RECTIFIER 22"x34".SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 5 -CSib DC POWER [EMPTY] DC/DC CONVERTER RAYCAP SURGE -. ALU/BBU FIBER CABLE ENCLOSURE FUTURE ALU/BBU TELCO NEW RACK CONFIGURATION 4 22"x34" 11"x17" SCCAENOT TO SALE [.T.., o.... TAPR 1 8 20111 NOT USED 22"x34" SCALE: NOT USED 11"x17" SCALE: NOT USED 1 ,to.at&t IMPLEMENTATION TEAM: GoodmanNetworks SITE ACOUISmON B PERMITTING TEAM: MORRISON HERSHFIELD • 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 . www.monisonhershfield.com PROFESSIONAL CERTIFICATION: PRINTED 'R 1 2011 R93ISTERED ORP 00ERT JERRYLARA TE OF WASHINGTON PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION A 01/19/11 90M CD SUBMITTAL JM 04/14/11 ISSUED, FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JM REVIEWED BY: RR SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-3 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. UULN I: PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR X AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET MIA NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLEXED GSM 850 90' 100.-0" 1 KATHREIN 739-684 0' —3' YES NONE - 2 7/8" 120.-0" NO GSM 1900 90' 100'-0" 1 POWERWAVE 7721 0' —S YES NOKIA MHA CS72993.08 2 7/8" 115.-0" NO UMTS 850 90' 100'-0" 1 KATHREIN - 742-265 - 1' 3• YES NONE 2 - 7/8" 115.-0" YES (U8 U9) UMTS 1900 100-0". 0' YES LGP 21401 LTE 700 80' 100-0" 1 KATHREIN 80010766_716MHZ 0' 0' YES NONE 0 FIBER 118'-0" NO SECTOR Y AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH.TM TILT RET A - NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH aPLEXED GSM 850 210' 100-0" 1 KATHREIN 739-684 T 0' YES NONE 2 7/8" 120-0" - NO GSM 1900 210' 100-0" 1 POWERWAVE 7721 - S 0' YES NOKIA MHA CS72993.08 2 7/8" 116'-0" - NO UMTS 850 210 100.-0" 1 KATHREIN 742-265 6 -0' YES NONE - 2 7/8" 116-0" YES (U8 U9) UMTS 1900 100-0" S YES LGP 21401 LTE 700 220' 100-0" 1 - POWERWAVE P65-17—XLH—RR_716. MHZ 0' 0' YES NONE 0 FIBER 118'-0" NO SECTOR Z AZIMUTH RAD CENTER NUMBER OFVENDER ANTENNAS - MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLEXED GSM 850 330' 100-0" 1 KATHREIN 739-684 10' 0' YES NONE 2 7/8" 120-0":.NO GSM 1900 330' 100.-0" 1 POWERWAVE 7721 6 - .0" YES NOKIA MHA CS72993.08 2 7/8` 115'-0" - NO UMTS 850 330' 100'-0" 1 - KATHREIN 742-265 70' 0' YES NONE- 2 7/8"- 115'-0" YES (U8 U9) UMTS 1900 - 100.-6 6 YES. LGP 21401 LTE 700 330' 100.-0" 1 KATHREIN 80010764_716MHZ 9' 7 YES NONE 0 FIBER 118'-0" NO EXISTING AT&T PANEL ANTENNA TO REMAIN PROPOSED AT&T LTE PANEL ANTENNA EXISTING AT&T PANEL ANTENNA TO REMAIN PROPOSED 700MHz RRH UNIT MOUNTED TO PIPE MOUNT BEHIND ANTENNA. EXISTING AT&T PANEL ANTENNA TO REMAIN PROPOSED AWS RRH. UNIT MOUNTED TO PIPE MOUNT. BEHIND ANTENNA. PROPOSED AT&T - LTE PANEL ANTENNA EXISTING AT&T PANEL ANTENNA TO REMAIN • /*e .8071 fr!It%V4 EXISTING 106-0" MONOPOLE EXISTING AT&T PANEL ANTENNA TO REMAIN • PROPOSED AT&T LTE PANEL ANTENNA PROPOSED AWS RRH UNIT MOUNTED TO PIPE MOUNT BEHIND ANTENNA. PROPOSED 700MHz RRH UNIT MOUNTED TO PIPE. MOUNT BEHIND ANTENNA. EXISTING AT&T PANEL ANTENNA TO REMAIN a al.,me.4 y w. w.rP otos.A EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR X AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLEXED GSM 850 90' 100.-0" 1 KATHREIN 739-684 0' —S YES NONE 2 7/8" 120-0" NO GSM 1900 90' 100-0" 1 POWERWAVE 7721 0' —S YES NOKIA MHA CS72993.08 2 7/8" 115.-0" NO UMTS 850 90' 100-0" 1 KATHREIN 742-265 - 1 YYES NONE 2 7/8" 115-0" YES (UB U9) UMTS 1900 100.-0" 0' YES- LGP 21401 TDMA 850 (OFF) 90' - 70-0" 1 KATHREIN 739-684 0' 0' NO NONE 2 1-5/8" 100-0" NO SECTOR Y AZIMUTH RAD CENTER NUMBER OF VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLEXED GSM 850 210' 100-0" 1 KATHREIN 739-684 7" 0' YES NONE 2 7/8" 120-0" NO GSM 1900 210' 100.-0" 1 POWERWAVE 7721 .3' 0' YES NOKIA MHA C572993.08 2 7/8" 116-0" NO UMTS 850 210' 100'-0" 1 - - KATHREIN 742-265 6 V YES NONE 2 7/8" 116-0" YES (U8 U9) UMTS 1900 100.-0" 3' YES LGP 21401 TDMA 850 (OFF) 210' - 70'-0" ' 1 KATHREIN 739-684 0' 0' NO NONE 2 1-5/8" 100-0" NO SECTOR Z AZIMUTH RAD CENTER NUMBER. OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH DIPLEXED GSM 850 330' 100-0" 1 KATHREIN 739-684 10' 0' YES NONE 2 7/8" 120.-0" NO GSM 1900 330' 100-0" 1 - - POWERWAVE 7721 6 0' YES NOKIA MHA CS72993.08 2 7/8" 115-0" NO UMTS 850 330' 100'—O" 1 KATHREIN 742-265 10' YES NONE 2 7/8" 115'-0" YES (U8 U9) UMTS 1900 100-0` 6, YES YES LGP 21401 TDMA 850 (OFF) 330' 70-0" 1 KATHREIN 739-684 0' 0' NO NONE 2 - 1-5/8" 100.-0" NO EXISTING AT&T PANEL ANTENNA TO REMAIN EXISTING AT&T TDMA PANEL ANTENNA TO BE SWAPPED FOR PROPOSED LTE AT&T ANTENNA EXISTING AT&T PANEL ANTENNA TO REMAIN EXISTING AT&T TDMA PANEL ANTENNA TO BE SWAPPED FOR PROPOSED LTE AT&T ANTENNA EXISTING AT&T PANEL ANTENNA TO REMAIN e � 0 Up ton vottv, 14..,„% Nov, - w40 -003,1t, ‘1,0004 /4110-- *Si wi roe diatIC W dt1;$ EXISTING AT&T PANEL ANTENNA TO REMAIN um Liminassimmismonialaw IIINIIMINIIMINIFIlla 1111' III IIIIMIRMRIMONW et 90• 124 EXISTING 100'-0" MONOPOLE • EXISTING AT&T PANEL ANTENNA TO REMAIN EXISTING AT&T PANEL ANTENNA TO REMAIN EXISTING AT&T TDMA. PANEL ANTENNA TO BE SWAPPED FOR PROPOSED LTE AT&T ANTENNA APR 18 20111 ronitt401 ^22"x34" SCALE: 3/4" = 1'-0" 11"x17" SCALE: 3/8" = 1'-0" 1' 6 0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE 22"x34" SCALE: 3/4" = 1'-0" PROPOSED ANTENNA CONFIGURATION 2 11"x17" SCALE: 3/8" = 1.-0" ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING ANTENNA CONFIGURATION at&t IMPLEMENTATION TEAM: i' iiG:oodrnanNetworks SITE ACOUISmON & PERMITTING TEAM: A&E TEAM: MORRISON HERSHFIELD 10900 NE 81h, Suite 810, • Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION NITIAL A 01/19/11 90% CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM NOT. FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WE PROJECT NO.: • 8100200 DRAWN BY: JM REVIEWED BY: R8 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF-1 CUEN1: NOTES: AT&T GPS ANTENNA. SITE PRO'. 1 PIPE TO PIPE CLAMP SET . (PART# ACPOBK) 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 RF ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. • GPS MOUNTING DETAIL 22"x34" SCALE: NOT TO SCALE 11"x17` SCALE: NOT TO SCALE FRONT SOLAR SHIELD WALL MOUNTING BRACKET DC CONDUIT BOX MOUNTING BRACKETS EXPLODED VIEW 5 MANUFACTURER: POWERWAVE MODEL: P65-17-XLH-RR WEIGHT: 70 LBS DIMENSIONS: 96.0" X 12.0" X 6.0" FREQUENCY: REFER TO RF DATA SHEET 12.0" REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP RF CONNECTOR, TYP MECHANICAL DOWNTILT 60"y 12.0" .. BRACKET "1 'I ar-le FRONT RF CONNECTOR,. TYP REMOTE ELECTRICAL • DOWNTILT ACTUATOR, TYP POWERWAVE ANTENNA SPECIFICATIONS 22'z34" SCALE: 3/4"=1'-O" 14"x17" SCALE: 3/8`=1'-0" ij tL.Jt1j1 1 T .QTyT; MANUFACTURER: ALCATEL-LUCENT. MODEL 9442 RRH 700MHz HEIGHT: 21" WIDTH: - 12.2' DEPTH: 10.8"- WEIGHT: 51 LBS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. 4 MANUFACTURER: KATHREIN MODEL: 80010766 WEIGHT: 58.4 LBS DIMENSIONS: 96.0" X 11.8" X 6.0" FREQUENCY: REFER TO RF DATA SHEET REMOTE ELECTRICAL • DOWNTILT ACTUATOR, 1YP RF CONNECTOR, TYP 11.8" BOTTOM MECHANICAL DOWNTILT - 6.0" 11.8" \ CKEf� FRONT 0 e m SIDE RF CONNECTOR, TYP REMOTE ELECTRICAL • • DOWNTILT ACTUATOR,TYP KATHREIN ANTENNA SPECIFICATIONS 22"x34" SCALE: 3/4:=1:-0" 11"x17" SCALE: 3/8 =1 -0" MANUFACTURER: ALCATEL-LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6' DEPTH: 6.7" WEIGHT: 43 LBS RRH 700MHZ DETAIL 2 RRH AWS DETAIL 22"x34" SCALE: 1 1/2"=1'-0" ,J 22`x34" SCALE: 1 1/2"1'-0" 11"x17" SCALE- 3/4"=1'-D" 11"x17" SCAIF• 3/4"=1'-0" ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ELEVATION 4B MANUFACTURER: KATHREIN MODEL: 80010764 WEIGHT: 40.8 LBS DIMENSIONS: 58" X 11.8" X 6.0" FREQUENCY: REFER TORFDATA SHEET / 11.8" REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP RF CONNECTOR, TYP MECHANICAL DOWNTILT 11.8" .. BRACKET 6. ss� RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP KATHREIN ANTENNA SPECIFICATIONS A 22"x34` SCALE: 3/4"=1'-0" 4A 11"x17' SCALE: 3/8"=1'-0� 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT 481841) RAYCAP "SQUID" DC SURGE PROTECTOR STANDOFF CHAIN MOUNT SITEPRO PART #B1662 11.0" MONOPOLE STANDOFF CHAIN MOUNT SITEPRO PART #B1662 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT (#B1841) • RAYCAP 'SQUID' DC SURGE PROTECTOR PLAN RAYCAP SQUID MOUNTING 22`x34" SCALE: 1'=1'-0" 11"x17" SCALE: 1/2"=1'-0" RAYCAP "SQUID" DC SURGE PROTECTOR NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT MANUFACTURER: RAYCAP MODEL: DC6-48-60-18-8F `SQUID" @H@H@ROMM HHHHEHERBE MOUNTING BRACKET BY MANUFACTURER r"„) APR 18 20111 747NTY ril 1B RAYCAP SQUID DETAIL-, A 22"z34` SCALE: 1 1/2:=1'-0" 11"117" SCALE: 3/4 =1 -0" at&t IMPLEMENTATION TEAM: GoodranNetworks SITE ACOUISmON & PERMITTING TEAM: A&E TEAM: ■ I r MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com PROFESSIONAL CERTIFICATION: PRINTED ON MER4HFIELD CORP ROBERT ERRYLARA STATE OF WASHINGTON ROBERT JERRT URA REGISTERED ARCRRECT 'SUIT OrarRIGIOR PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS NO. DATE DESCRIPTION 191041 A 01/19/11 90% • CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN 8Y: JM REVIEWED BY: RB SHEET TITLE RF EQUIPMENT DETAILS SHEET NUMBER RF-2 GROUNDING NOTES & LEGEND CLIENT: EXISTING INTERIOR HALO GROUND RING (IF APPLICABLE TO SITE) EXISTING EQUIPMENT CABINET (TYP.) REFER TO SHEET A-1 FOR EXACT CONFIGURATION .. EXISTING SHELTER j)2 AWG STRANDED GREEN JACKET COPPER BONDING NEW EQUIPMENT CABINET TO EXISTING MASTER GROUND BAR OR TO EXISTING HALO GROUND RING. EXACT. CONDUCTOR TYPE AND CONNECTION TO CABINET. PER MANUFACTURER SPECS. PROVIDE MECH. CONNECTION TO GROUND BAR OR HALO. EXISTING MASTER GROUND BAR REFER TO SHEET A-1 FOR EXACT CONFIGURATION .. NEW EQUIPMENT RACK REFER TO SHEET A-1. FOR EXACT CONFIGURATION TYPICAL EQUIPMENT AREA GROUNDING PLAN 22'x34' SCALE: NOT TO SCALE 11�x17� SCALE: NOT TO SCALE GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH. ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC: GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING STSIEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING STSILM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTAWNG GROUNDING STSILM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES 2 PROPOSED REMOTE RADIO HEAD (RRH) 700 - - (TYP. EACH SECTOR) PROPOSED PANEL. ANTENNA (TYP. EACH SECTOR). SEE SHEET A-1 FOR EXISTING CONFIGURATION #6 AWG STRANDED GREEN JACKET BONDING PANEL ANTENNA TO ANTENNA GROUND BUSS BAR (TYP. EACH SECTOR) PROPOSED REMOTE RADIO HEAD (RRH) AWS (TYP. EACH SECTOR) EXISTING ANTENNA. (TYP.) SEE SHEET A-1 • FOR EXISTING CONFIGURATION -` #6 AWG STRANDED GREEN JACKET BONDING AWS RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP. EACH SECTOR) PROPOSED RAYCAP SQUID REFER TO SHEET A-1 FOR SITE CONFIGURATION #6 AWG STRANDED GREEN JACKET BONDING RAYCAP SQUID GROUND TO ANTENNA GROUND BUSS BAR (TYP. EACH RAYCAP UNIT) #6 AWG STRANDED GREEN JACKET BONDING 700 RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP. EACH SECTOR) EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF TOWER WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 - FOR COAX GROUNDING. EXISTING MONOPOLE EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR EXISTING TOWER- GROUND BUS BAR AT BASE OF TOWER. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. • NOzt 4,1 TYPICAL ANTENNA GROUNDING PLAN 22'x34' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE (WHERE APPUCABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUNDRESISTANCETESTING ONCE THE GROUND STSILM 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 STSILM GRIDS AND EXISTING COMMUNICATIONS FACILITY. ao 1MUNTY SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1 COPPER GROUND ROD C4 TEST. WELL CONNECT PER MANUFACTURER SPECS CADWELD CONNECTION, MECHANICAL CONNECTION T (DOUBLE HOLE LUG) FIELD VERIFY & TIE INTO EXISTING GROUNDING STSILM MINI GROUND BAR at&t IMPLEMENTATION TEAM: tGoodmanNetworks SITE ACOUISRION & PERMITDNG TEAM: re, Dame. -rmer. A&E TEAM: I1'• n MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS N0. DATE DESCRIPTION INITIAL A 01/19/11 90%.CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JAI NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: JAI REVIEWED BY: RB SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-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. NOT USED-1,2 . USED NOT USED 1 A NOT USED .1 22%34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1.,) x34" SCALE: NOT TO SCALE 11"x17- SCALE: NOT TO SCAIF F.:.-. 22%34" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 1-1. 22x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1,_.) , ' - • NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOXOR APPROVED EQUAL ,— COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA" CONTRACTOR (CADWELD TYPE-GL) 0 ,/—NEW ex 24"x 1/4" thk COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 0 $w 0 000000000000000000 0 0 _ 0 000000000000 000000 000 — 000000C - 0 N..-1 0 =IF•#2 FIELD VERIFY BARE TINNED COPPER SOLID „...„.....,..../ , , NOT USED i n WIRE CADWELD (TYPE-GL) GROUND BAR NOT USED 22x34" SCALE: NOT TO SCALE 11x17" SCALE: NOT TO SCALE r; 22"x34" scAt F: NOT TO SCALE " 11x17SCALE: NOT TO SCALE 11.-/ 22"x34" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 11 F #6 AWG FROM ANTENNA CABLE GROUND KIT ---....,....7\ .cw I "... (TYPICALLY) . 12' TO TO ANTENNAS 1 RX2 1 1TE1/RX1 COAX JUMPER WEATHERPROOFING KR (TYP.) GROUND KR (TYP.) . ANTENNA CABLE 0 24' 120" MAX 1. COPPER GROUND BAR ON WALL. ICE BRIDGE, FLOOR OR ON ANTENNA TOWER— \1/4 -.. ....w. ....... ....,=. WEATHERPROOFING KR I 0YR) CONNECTOR WEATHERPROOFING KfT (TYP.) SEE NOTE 2 #6 AWG ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER BUS BAR / V \ /--. (SEE NOTE 3) CABLE GROUND KIT 0 • 0000 0000 \._..../ \,-..."..._.."---, 0 ( 0 0 \--•A..-1 0 0 0 0 \,-.., • 0 i ' #6 AWG STRANDED COPPER 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' ANTENNA CABLE TO BTS EQUIPMENT (TYP.) COPPER ANTENNA GROUND FLAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF 1. DO NOT INSTALL CABLE GROUND KfT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER. _ 3. WEATHER PROOFING SHALL BE 1WO-PART .TAPE KR, COLD SHRINK SHALL NOT BE USED. • NOTES• DO NOT INSTALL CABLE GROUND KR AT A BEND DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE MONOPOLE OR UTILITY POLE TO GROUND RING AND ALWAYS DIRECT GROUND WIRE KIT. COLD SHRINK SHALL NOT BE USED. NOTE: • --- 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 z CABLE GROUND KIT CONNECTION GROUND WIRE INSTALLATION 7 NOT USED Q 22%34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ,..) 22"x34" SCALE: NOT TO SCALE 11.'07" SCALE: NOT TO SCALE ki 22"x34" sral F: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE / 22"x34" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 0 . ' COAX CABLES COAX JUMPERS TO ..,,,... . --1110‘ .#4r.• TYPE TA fi'71":;, TYPE VN IIIVir • TYPE NC TYPE SS I GROUND LPD DIRECTLY TO MASTER GROUND BUSS BAR .....„ 4.,... TYPE W TYPE__VC TYPE VB TYPE PT RET UGHTNING PROTECTION DEVICE (LPD) ATTACHED TO ICEBRIDGE -,-„,,,,. Ilt- TYPE GT % ail lf, TYPE GY iir.--.-- liw., TYPE GR '''It;:r.„,... TYPE (31 NEAR COAX JUMPERS ICEBRIDGE SUPPORT POST APR 1 8 20111 COMNILtt:T/ f:L.'VELOP.Ern LPD GROUND PROTECTION DETAIL CADWELD . GROUNDING CONNECTIONS e-) NOT USED2 • NOT USED A 22%34" SCALE: 1" = 1.-0" 11"x17" SCALE: 1/2" = 1'-0" t F 22-x34" Sr4IF: NOT TO SCALE 11%17" SCALE: NOT TO SCALE L., 22"x34" SCALE: NOT TO SCALE 11x17" SCALE: NOT TO SCALE 3 22"x34" SCALE: NOT TO SCALE 11%1r SCALE: NOT TO SCALE lr 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 CLIENT: at&t IMPLEMENTATION TEAM: II GoodrnanNetworks SITE ACOUISMON de PERMITTING TEAM: rt1141... v., Buipmema =orTn% r ' A&E TEAM: MORRISON HERSHFIELD 10900 NE 8th, Suite 810, • Bellevue, WA 98004 Tel: 425.451.1301 Fax: 425.289.5958 www.morrisonhershfield.com PROFESSIONAL CERTIFICATION: PRINTED AP 14 , 8 9 EGISTEREO MORQRN1I5 C RP BERT ERRY LANA TATE OF WASHINGTON 1108 UR JERRY UM Tangdt2gg 8260 PROJECT: ALLENTOWN 2 SC15 12228 51ST PLACE SOUTH TUKWILA, WA 98178 REVISIONS NO. DATE DESCRIPTION INITIAL A 01/19/11 90% CD SUBMITTAL JM 04/14/11 ISSUED FOR PERMIT JM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WE PROJECT NO.: 8100200 DRAWN BY: .14 REVIEWED BY: RB SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2