The URL can be used to link to this page

Home My WebLink AboutPermit PL12-038 - SPRINT / SMITH SHANE - SPRINT WIRELESS TELECOMMUNCIATIONS FACILITIES TYPE IISPRINT AT WEST VALLEY HWY 16038 WEST VALLEY HWY P L 1 2-038 L 1 2-041 WIRELESS TELECOMMUNICATIONS FACILITY TYPE 2 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 23, 2013 NOTICE OF DECISION TO: Shane Smith Courtyard Marriot 2463 8th Ave N 16038 West Valley Highway Seattle, WA 98109 Tukwila, WA 98188 shanesmith@comcast.net 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: L12-041, PL12-038 Applicant: Shane Smith for Sprint Nextel Type of Permit Applied for: Type H Wireless Telecommunications Facilities Permit Project Description: Approval of a Type II concealed, building -mounted Wireless Telecommunication Facilities Permit to upgrade existing antennas, cabinets and associated cabling on an existing Courtyard Marriot hotel building. The project includes: • Removal of (4) exiting panel antennas and replace with (5)'new panel antennas • Remove (1) dc/battery cabinet, (1) battery cabinet and (1) monocell cabinet • Replace with (1) new MMBS cabinet and (1) new BBU cabinet • Remove all existing sprint antenna coaxial cables • Install (3) new hybrid cables using existing coax route (1 per sector) • Install (3) new RRJ's Location: Parcel NO: 0005800005. This building is located at 16038 West Valley Highway. Associated Files: N/A Comprehensive Plan Desigrlation/Zoning District: Tukwila Urban Center (TUC) SM Page 1 of 3 HAL12-041 Sprint at West Valley Type 2 building mount\L12-041 NOD.doc 05/22/2013 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 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 H Wireless Telecommunications Facility does comply with applicable City and state code requirements and has approved that application without conditions. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type II decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. 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 June 6, 2013. 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: The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $563 plus retainer. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. SM Page 2 of 3 05/22/2013 HAL.12-041 Sprint at West Valley Type 2 building mount\L12-041 NOD.doc 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. 36.70CIf 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 final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Stacy MacGregor, who may be contacted at 206-433-7166 or via email at stacy.macgregor@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Co unity Develo ment City of Tukwila SM Page 3 of 3 05/22/2013 HAI-12-041 Sprint at West Valley Type 2 building mount\L.12-041 NOD.doc City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director NOTIFICATION FILE NUMBER: APPLICANT: PROPERTY OWNER STAFF REPORT TO THE DIRECTOR PREPARED May 24, 2013 Notification is not required for this Type II land use application. L12-041, PL12-038 Shane Smith for Sprint Nextel CSM Corporation REQUEST: Approval of a Type II concealed, building -mounted Wireless Telecommunication Facilities Permit to upgrade existing antennas, cabinets and associated cabling on an existing Courtyard Marriot hotel building. LOCATION: Parcel NO: 0005800005. This building is located at 16038 West Valley Highway. ASSOCIATED Electrical permits issued through the City of Tukwila will be required for service to PERMITS: energize the new MMBS cabinet and new BBW cabinet and for any other electrical service work this is anticipated but not noted on the plans, per Tukwila Municipal Code chapter 16.04.020(6). Building permit is not required for scope of work stated on the submitted plans. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION STAFF: ATTACHMENTS Vicinity/Site Information Tukwila Urban Center (TUC) Tukwila Urban Center (TUC) Stacy MacGregor, Assistant Planner Project Plans for Permit L12-041 FINDINGS Project Description The applicant is requesting approval of a Type II Wireless Telecommunication Facilities [WCF] Permit to upgrade equipment on an existing seven -story hotel building at 12200 51St Place South. The project includes: • Removal of (4) exiting panel antennas and replace with (5) new panel antennas • Remove (1) dc/battery cabinet, (1) battery cabinet and (1) monocell cabinet sM Page 1 of 4 HAL12-041 Sprint at West Valley Type 2 building mount\Ll2-041 SR.doc 05/22/2013 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-43.7-3670 • Fax: 206-431-3665 • Replace with (1) new MMBS , net and (1) new BBU cabinet • Remove all existing sprint antenna coaxial cables • Install (3) new hybrid cables using existing coax route (1 per sector) • Install (3) new RRJ's Existing Development This location is home to an existing Courtyard Marriot Hotel. The new cell facilities are concealed, building mounted and replace existing facilities. Surrounding Land Uses The property and the surrounding parcels to the north are zoned Tukwila Urban Center (TUC). BACKGROUND In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified was originally approved by the City in 2000 (L2000-068) through a conditional use permit. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co -locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — O, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, tinder TMC Section 18.58.150. The applicant is upgrading their existing facilities with replacement antennas. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 (See TMC 18.58.070 for further details) SM Page 2 of 4 05/22/2013 HAL12-041 Sprint at West Valley Type 2 building mount\L.12-041 SR.doc General Requirements Prt,,,-ct Project Not Notes does does Applicable comply not comply 1. Generators or other X The applicant has not proposed a new generator. devices which will create noise must comply with TMC 8.22 regarding noise. 2.Business License X Sprint has applied for a business license (00012263). Requirement 3. Only safety signage must X The applicant does not propose any signage. be placed on the WCF. 4. Accommodations for X Parking is not affected by this modification. parking for maintenance personal must be provided. 5. Towers shall either X This facility is building -mounted; a tower is not maintain a galvanized steel proposed. finish or be painted a neutral color so as to reduce its visual obtrusiveness. 6. The design of all buildings X No new buildings or structures are proposed. and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. 7. Antennas shall have the X These antennas will be concealed behind an existing same color scheme as the antenna stealthing solution that is a similar color to the structure they are located on. existing building. 8. WCF poles and towers X No lighting is proposed. shall only have safety lights if required by a government agency. 9. No advertising is X No advertising is proposed. permitted on WCF 10. Each service provider X No change in size to the existing equipment enclosure shall be limited to an is proposed. equipment enclosure of 360 square feet. Table 2 (See TMC 18.58.100 for additional information) Concealed Building Project Project Not Notes Mounted Development does does Applicable Requirements comply not comply 1. Height -The height must X Fhe antennas will be building mounted at 100' which is meet the requirements of the less than the height of the building and less than the underlying zoning. allowed building height in the zoning district where they are located. sM Page 3 of 4 05/22/2013 HAL12-041 Sprint at West Valley Type 2 building mounAL.12-041 SR.doc 2. Antennas aesthetics — The X Antennas will bt, ;ated behind the existing stealthing antennas must be concealed solution which is painted to match the existing from view by blending with the building color. architectural style of the building. Antennas shall be painted to match the color scheme of the building(s). 3. Feed lines and coaxial X Cables shall be routed on the roof deck below the top of cables — Feed lines and cables the parapet wall. should be located below the parapet of the rooftop. 4. Cabinet equipment — Shall be X Cabinet equipment are within the existing building located, in order of preference, penthouse. inside the building; screened on he rooftop; or screened on the ground. 5. Setbacks — The proposed X The existing and proposed equipment will be located on wireless communication or within the existing building and meets setbacks of the facilities equipment must meet TUC zone where they are located. he setback of the applicable zoning category where the facility is to be located. CONCLUSIONS The proposed modifications to the existing antenna will not significantly alter the conditions that currently exist and 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 II WCF. 3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type II Wireless Telecommunication Facility permit as applied for on behalf of Sprint-Nextel without conditions. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service to the new MMBS and new BBC cabinet per TMC 16.04.020 (6). Otherwise, no building permit is required. SM Page 4 of 4 05/22/2013 HAL12-041 Sprint at West Valley Type 2 building mount\L12-041 SR.doc GENERAL DYNAMICS Wireless Services May 21, 2013 Stacy MacGregor City of Tukwila 6300 Southcenter Parkway Tukwila, WA 98188 RE: Code Compliance L12041, PL 12-038 Dear Ms. MacGregor: Please find below the a detailed explanation of how Sprint's modifications located at 16038 West Valley Highway complies with the City of Tukwila's Land Use Code. 1. Height: The Height of the existing antenna stealthing solution is not increasing; all antennas and attachments are located within the antenna stealthing solution. All equipment cabinets (new or existing) will be located within the existing penthouse. 2. Antenna Aesthetics: The antenna will be placed behind the now existing antenna stealthing solution. The current solution matches the existing architectural style and is a similar color to the existing building. 3. Feed Lines and Coaxial Cable: All feed lines and coaxial cables will be located on the roof deck below the top of the parapet wall. 4. Cabinet Equipment: All equipment cabinets are within the existing penthouse of the building 5. Setbacks: All antenna and equipment cabinets meet the setback requirements for the TUC zoning designation. Please let me know if I can provide any additional information. I can be reached at 206/227-3876 or shanedsmith@comcast.net, 2463 8th Ave N, Seattle, WA 9819. Thanks for your attention to this mater. '�L �D �- Shane Smith Site Acquisition Specialist City of Tukwila Department of Community Development File Numbers L12-041 PL12-038 LAND USE PERMIT ROUTING FORM TO: V-1Building 0 Public Works 0 Fire Dept. 0 Police Department Project: Sprint at West Valley Highway Address: 16038 West Valley Highway Parcel: 000580-0005 Date transmitted: 11/29/2012 Response requested by: December 13 Staff coordinator: Stacy MacGregor 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 asneede Replacement of existing antenna with new antenna on an cell facility on the Courtyard Marriot Hotel. ,I�'iZM1T�tproF= 'SEl2titGT�la N "V\es 4*0 Plan check date: 1 �Wzo li Comments prepared by: Update date: I City of Tukwila Department of Community Developmer ► CEI VED NOVV 9 Z012 TUKWILA PUBLIC WORKS File Numbers L12-041 PL12-038 LAND USE PERMIT ROUTING FORM TO: ❑❑ Building ublic Works ❑❑ Fire Dept. ❑❑ Police Department Project: Sprint at West Valley Highway Address: 16038 West Valley Highway Parcel: 000580-0005 Date transmitted: 11/29/2012 Response requested by: December 13 Staff coordinator: Stacy MacGregor 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 asneede Replacement of existing antenna with new antenna on an cell facility on the Courtyard Marriot Hotel. ow h,aG Plan check date: I OQ) 1,9 6- (� Comments prepared by: D pdate date: City of Tukwila Department of Community Development File Numbers L12-041 P L 12-038 LAND USE PERMIT ROUTING FORM TO: ❑❑ Building ❑❑ Public Works Fire Dept. ❑❑ Police Department Project: Sprint at West Valley Highway Address: 16038 West Valley Highway Parcel: 000580-0005 Date transmitted: 11/29/2012 Response requested by: December 13 Staff coordinator: Stacy MacGregor 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. T 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 asneede Replacement of existing antenna with new antenna on an cell facility on the Courtyard Marriot Hotel. p �cJZc v� s is Plan check d2 e: 2 Comments prepared by: Update date: C S M RECEIVED NOV 16 2012, August 20, 2012 Co MMIAUNtTY DENE� OP�IlE2dT VIA UPS OVERNIGHT Sprint Spectrum L.P. 4683 Chabot Drive, Suite 100 Pleasanton, CA 94588 Attn: Real Estate Manager - Seattle Re: Antenna modifications To Whom it May Concern: As you are aware, CSM Seatac, L.L.C., a Delaware limited liability company ("Landlord") and Sprint Spectrum, L.P., a Delaware limited partnership ("Tenant") are parties to that certain Rooftop Lease Agreement dated October 30, 2000 ("Rooftop Lease") for premises located at 16038 West Valley Highway, Tukwila, WA 98188 ("Site"). Tenant has proposed to make physical modifications to the existing antennas located at the Site and, pursuant to Section 7.a. of the Rooftop Lease, Tenant is required to obtain Landlord's consent prior to making such modifications. Landlord has reviewed the proposed plans dated March 4, 2012, attached hereto as Exhibit A, and as such, Landlord hereby consents to the physical modifications at the Site. Tenant agrees that it shall not deviate from the plans without obtaining Landlord's prior approval on any additional modifications. Thank you for your cooperation and assistance in this matter. Please feel free to contact Andrea Erickson at (612) 395-7167 you have any questions or concerns. Sincerely, CSNI SEATAC, L.L.C. lA., 151' Eugene M. Bowar Manager Enclosure cc: Shane Smith (via e-mail) Alex Jacobsen (via e-mail) Dan Peterson (via e-mail) 500 Washington Avenue South. Suite 3000 Minneapolis, Minnesota 55415 Telephone: (612) 395.7000 Fax: (612) 395.7001 www.csmco"P.net EXHIBIT A STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FIAOPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS. h NEW CABINETS/TEMPORARY PLATFORM STRUCTURAL ANALYSIS PROVIDED BY OTHERS Nor TO KALE SITE PLAN Sprint* GENERAL DYNAMICS WIRELESS SERVICES 1603E WEST VALLEY HWY TUKWILLA, WA 98186 Sprint Together with NEXTEL City of Tukwila Planning Department 6300 Southcenter Parkway Tukwila, WA 98188 RE: To whom it may concern, Sprint Nextel David Kirk 6220 Sprint Parkway, KSOPH00514-58870 RF Engineer II Overland Park, KS 66251 Regulatory Compliance Office: (913) 315-1878 Fax: (913) 523-0436 November 15, 2012 Sprint Nextel Site No. SE13XC105 16038 West Valley Highway, Tukwila, WA 98188 This responds to your request regarding the existing and proposed Sprint Nextel wireless telecommunications facility referenced above. Sprint Nextel designs, constructs and operates its wireless telecommunications facilities to comply with the Federal Communications Commission ("FCC') rules and regulations governing human exposure to radiofrequency ("RF") emissions. . You can learn more about the FCC rules and regulations specifically pertaining to RF emissions by visiting the FCC website: www.fcc.gov/oet/rfsafety. If you have any questions, please call me directly. Sincerely, David Kirk RF Engineer 11 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director Sent via email to shanesmith@comcast.net No hard copy to follow NOTICE OF INCOMPLETE APPLICATION November 29, 2012 Shane Smith 2463 8"' Avenue North Seattle, WA 98109 RE: Sprint at West Valley Highway L12-041, PL12-038 Dear Mr. Smith, Your application for a Type 2 0OWoncealed, building mounted wireless facility is considered incomplete. A complete application requires you to provide all of the following: a. A letter from the applicant describing compliance with the City's Code requirements. Please address the requirements for a concealed building mounted facility (TMC 18.58.100—See attached application). b. Apply for (or provide a copy of) a business license for the cell facility. Any person, corporation or entity that operates a wireless communication facility within the City. shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. c. Provide a small set of drawings (sized 11" x 14") Upon receipt of these items, the City will re -review them for completeness and will email you written notification of completeness or incompleteness within 14 days. This application will 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). If you have any questions with this matter you may call me at 206-433-7166 or email at stacy.macgregor@tukwilawa.gov. ncerely, Stacy MacGregor Assistant Planner SM Page 1 of 1 11/29/2012 H_ AL12-041 Sprint at West Valley\NOIC.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 CITY OF 1. _ WILA Department of Community Development WIRELESS TELE- 6300 Southcenter Boulevard, Tukwila, WA 98188 COMMUNICATION Telephone: (206) 431-3670 FAX (2 fA0 E-mail: tukplan@ci.tukwila.wa.us FACILITIES NOV 16 20121 NAME OF PROJECT/DEVELOPMENT: n1 U e5 � \akteh �', til•►,,� a LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 0 00 o-CtO5 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). (7DbS�0� DO6� 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 S "' Address: '2-4 t.3 2" it v ?-, -Sea ##� W A i I al Phone: 'L�to1Z17ZR'ZLZ$-ZG FAX: E-mail: �.: D t u• V% r '&< I_ n e. Signature: Date: (�� Ll 1� C:\DOCUME-1\1'eri-S\LOCALS-1\Temp\XPgrpwise\Wireless Communication Facility-Jan2011.doc The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not'applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review. to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check'tems° Information Required:` t ':t y 'subinitted With M 'be waived rn unusual ca ses, upon approval of both Publr Works and Planning �' a licat�on , ; APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5--eapms)—. / / 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of VVV proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8.5" by 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an exiting structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. 7. A letter from the applicant describing the proposed project and describing compliance with the Cit s Code requirements. 8. Sensitive Area studies and proposed mitigation (if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". C:\DOCUME-1\Teri-S\LOCALS-1\Temp\XPgrpwise\Wireless Communication Facility-Jan2011.doc If the application requires a T, � -, 2 review these additional items are zded: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed 11. Materials board for the screening material; 12. Landscaping elan: 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. If the application requires a Type 3 review these additional items are needed: 1 115. A narrative responding to the criteria at TMC Section 18.58.060. 1 16. The radio frequency engineer report shall include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. I 1 17. Engineering Plans for the Proposed tower. I 1 1 18. A vicinity map depicting the proposed extent of the service area. 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: 22. Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 23. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; Or provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 24. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. C:\DOCUME-1\Teri-S\LOCALS-1\Temp\XPgrpwise\ Wireless Communication Facility-Jan2011.doc v i Know whays below. Call before you dig. Sprint WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. • 2009 IBC, STANDARDS AND AMENDMENTS—WAC 51-50; • 2009 IMC, STANDARDS AND AMENDMENTS—WAC 51-52; • 2009 IFC, STANDARDS AND AMENDMENTS—WAC 51-54; • 2009 IPC, STANDARDS AND AMENDMENTS—WAC 51-56; 51-57 ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. I CODE BLOCK I SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • REMOVE (4) EXISTING PANEL ANTENNAS • INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) • REMOVE (1) DC/ BATTERY CABINET • REMOVE (1) BATTERY CABINET ( • REMOVE 1)MODCELL CABINET • INSTALL (1) NEW MMBS CABINET • INSTALL (1) NEW BBU CABINET • REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES • INSTALL (3) NEW HYBRID CABLES USING EXISTING COAX ROUTE (1 PER SECTOR) • INSTALL (3) NEW RRU'S (PROJECT DESCRIPTION i APPROVAL SIGNATURE DATE SITE ACQUISITION MANAGER CONSTRUCTION MANAGER A&E MANAGER PLANNING CONSULTANT RE MANAGER RE ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE AAV MANAGER SIGNATURE BLOCK THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE NETWORK VISION MMBS LAUNCH WEST VALLEY HWY � 'F SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY LATITUDE: 47.459455 / 47° 27' 34.038" (NAD 83) (GOOGLE EARTH) LONGITUDE: -1 22.24347 / -1 220 1 4' 36.492" (NAD 83) (GOOGLE EARTH) ROOFTOP 5 SITE 3 �{ A �TaT 1sa. it AREA MAP i x ff"Off SITE( _ f t { v�, 1 VICINITY MAP FROM SPRINT OFFICE IN: 1000 124TH AVE SE, BELLEVUE, WA 98005 TO SITE: 16038 WEST VALLEY HWY, TUKWILA, WA 98188 DEPART 124TH AVE SE, BELLEVUE, WA 98005 ON SE 29TH ST (EAST) TURN RIGHT (SOUTH) ONTO 128TH AVE SE TAKE RAMP ONTO 1-90 `TURN POTENTIALLY RESTRICTED' TURN LEFT ONTO RAMP TURN LEFT (EAST) ONTO 1-90 EXPRESS LN TAKE RAMP (RIGHT) ONTO 1-90 AT EXIT 1CA, TURN RIGHT ONTO RAMP TAKE RAMP (RIGHT) ONTO 1-405 AT EXIT 1, TURN RIGHT ONTO RAMP TURN RIGHT (EAST) ONTO INTERURBAN AVE S 0.1 MI ROAD NAME CHANGES TO SR-181 [INTERURBAN AVE S] KEEP STRAIGHT ONTO SR-181 [W VALLEY HWY] ARRIVE 16038 W VALLEY HWY, SEATTLE, WA 98188 I DRIVING DIRECTIONS SEATTLE MARKET SHEET DESCRIPTION TITLE SHEET T-1 N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 ANTENNA PLANS AND SCHEDULES A-5 NEW SOUTH & EAST ELEVATIONS A-6 EQUIPMENT DETAILS A-7 EQUIPMENT DETAILS (INDOOR SPECIFICATIONS) A-8 EQUIPMENT DETAILS RF-1 ANTENNA AND CABLE COLOR CODING DETAILS E-1 ONE —LINE DIAGRAM & POWER PANEL SCHEDULE E-2 DC POWER ONE —LINE DIAGRAM E-3 ELECTRICAL DETAILS (INDOOR SPECIFICATIONS) E-4 CONDUIT ROUTING E-5 GROUNDING PLAN E-6 GROUNDING DETAILS E-7 GROUNDING DETAILS SHEET INDEX APPLICANT: GENERAL DYNAMICS ON BEHALF OF SPRINT 1000 124TH AVE SE, SUITE # 200 BELLEVUE, WA 98005 CONTACT: TBD PH: TBD PROPERTY INFORMATION: PROPERTY OWNER: CSM CORP 421215 ADDRESS: 500 WASHINGTON AVE#3000 MINNELPOLIS, MN 55415 CONTACT: UNKNOWN PH: (XXX) XXX—XXXX TOWER OWNER: N/A SITE ID: N/A ZONING CLASSIFICATION: TUC CONSTRUCTION TYPE: VB OCCUPANCY: U JURISDICTION: TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PARCEL NUMBERiS): 000580-0005 LEASE AREA: EXISTING I PROJECT SUMMARY I ARCHITECT & ELECTRICAL ENGINEER: KDC ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 CONTACT: KEN CAMP PH: (425) 670-8651 EMAIL: ken.comp®kdcarchitects.com STRUCTURAL ENGINEER: CC ENGINEERING 250 4TH AVENUE S, SUITE 200 EDMONDS, WA 98020 CONTACT: CHEVY CHASE PH: (425) 778-8500 EMAIL: UNKNOWN SITE ACQ. PROJECT MANAGER: GENERAL DYNAMICS 1000 124TH AVE SE, SUITE # 200 BELLEVUE, WA 98005 CONTACT: DAVID SIMARD PH: (425) 201-3747 EMAIL: david.simard@gdit.com CONSTRUCTION MANAGER: GENERAL DYNAMICS 1000 124TH AVE SE, SUITE # 200 BELLEVUE, WA 98005 CONTACT: EDWARD MARQUEZ PH: (425) 736-4991 EMAIL: edward.marquezl@gdit.com BUILDING DEPARTMENT: TUKWILA. DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 CONTACT: UNKNOWN PH: (206) 431-3670 EMAIL: UNKNOWN ELECTRICAL COMPANY: PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98004-5591 CONTACT: UNKNOWN PH: (866) 831-5161 EMAIL: UNKNOWN TELCO COMPANY: CENTURYLINK (US WEST) 100 CENTURY LINK DRIVE MONROE, LA 71203-2041 CONTACT: UNKNOWN PH: (800) 201-4099 EMAIL: UNKNOWN AAV MANAGER: AAV WASH INGTON/GENERAL DYNAMICS WIRELESS SERVICES 1000 124TH AVE NE, SUITE #200 BELLEVUE, WA. 98005 CONTACT: STEVE LEUPOLD PH: (425) 623-5782 EMAIL: Steven. leupoldOgdit.com RE MANAGER: STA NETWORK SERVICES 1000 124TH AVE NE, SUITE #200 BELLEVUE, WA. 98005 CONTACT: MIKE LEE PH: (425) 201-3751 EMAIL: mike2.lee®sto.somsung.com l PROJECT TEAM j Sprint' 4imp GENERAL DYNAMICS WIRELESS SERVICES I- '' l ; R ARDITECIS.ENGINEERS, P.C. a a 4720200MSTREET SW SUITE 200 K-M a E I EEE oM�0us 070--DST FAX 42S.712AM PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SEI3XCI05 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0— 2 5 —1 2 ISSUED FOR CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED AR ITEC KENN TH . CAMP STATE OF WASHINGTON SHEET TITLE TITLE SHEET SHEET NUMBER T-1 REVISION: D 122003 TUC InICnP�.nTlnn� r`nnITAInICn III Tulc — — n111 PI In 1-1 1-1IA.ICNTC IC PRr1PPIFTAPV RV nI ATI IPC A— ITC r1R ni— nCI IPC n CP TU THAT WWIr'N PFI ATPG Tn RIFR fPP\Ar'PG IC CTRIr'.TI Y A GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIPOOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE GDIT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LES TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE AND HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200'. C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-O" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RE ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. B. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY G.D. RE ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. B. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. pt'll 0,011w Sprint�k* GENERAL DYNAMICS WIRELESS SERVICES wo a ■ E ARcHr ECTS.ENGINEERS, P.C. �` 4720 200IX SrRW SW SURE 200 ■ r Li ox" us s7o0251 Ito R IR C FAX: 425.712.0114E PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0- 2 5-" 2 ISSUED FOR,CONSTRJCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILTY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 1C/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL. 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSUKE-• 5773 REGISTERED IT ARPD.CAMP KENN TH STATE OF WNGTON SHEET TITLE GENERAL NO ES SHEET NUMBER N-1 REVISION: D 122003 fHF INFl1RAAATInN rn KITAINFI IN THIC CPT rF rn NCTRI IrTi! nnrI IAAFIJT'C IC PRf1PRIFTARY RY NATI IRF ANY ICF 11R fllCrl 11Cl IRF f1THFR THAN THAT WHICH RFI ATF'C T1 rARRIFR Y GENERAL N4T� og r..�� ,ea•.:i jTHIS IS NOT' A SITE SURVEY:. - ALL PROPERTY BOUNDARIESS,, ORIENTATION OF TRUE NORTH AND STREET HALF —WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. r PROPERTY LINE f3 4.00' �ti EXISTING 1 I j I i I "�- I EXISTING `� Cl TREES —� � PARKING �\ -- EXISTING LOT \ I TREES —� I I 2 _ 1 1 r � � � 1 I o � I o 7 N i W � ? I 1 >, { � �1 EXISTING I _ PARCEL # 000580-0005 r TREES EXISTING --- —2 � _ _ f +e► � � BUILDING 1 PARKING ✓ EXISTING I 1 LOT BUILDING 7 EXISTING I EXISTING ~�l ((' EXISTING TREES TREES — � TREES � I� ✓` PR(p€ LINE f2440b''�-w•� TRUE 1"NENc NORTN NORTH 22"x34"S GALE: ,• = 3OVERALL SITE PLAN 1 11"x 17" SCALE: 7" = 60'-0" 30 15 0 30' TUC Inlen PeAATnnI rnnlTelnlCn Ill TUIC eLT nF nnnlCTRI I!•Tlnnl nnn11AAFNTe Ie PRn PRIPI'ARV RV NATURE A— ICP nR nlc('1 nC1IRE nTHFR THAN THAT WHIrH RFI ATFC Tn ('ARRIFR CFRVIf FC IC STRI(.TI V PROHIBITED. Sprint' 4imp GENERAL DYNAMICS WIRELESS SERVICES '^ " m 6 ARCHITEcrs.ENGINEERS, P.0 �''' a' 10 B 4720200TH STREET SW SUITE 200 :K It F, L LYNNWOOD, WA 98036 ■ r TAX: E• 425.i10121 2.ON6 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY $ E113XC105 so WEST VALLEY H TUKWILA, WA 98188 KING COUNTY ISSUE DATE 10 — 2 5 —12 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED EC ARPD.AMP KENN TH STATE OF WNGTON SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 REVISION: 122003 FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D 1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3541" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. . 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. S. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W-SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH...............3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER...............2 IN. #5 AND SMALLER & WWF............... 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL...............3/4 IN. BEAMS AND COLUMNS ............... 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY �/1" AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. Spri nt�* 4wwp GENERAL DYNAMICS WIRELESS SERVICES ARDRECTs.ENGINEERS, P.G 47202007H STREET SW SUITE 200 w S. LMIiON" EOODus 67041131 FAX: 425.712.011143 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0- 2 5- 1 2 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRLC-ABLITY REVIEW PK B C 09/27/12 ISSUED FOR 90% CD REVIEW ISSUED FOR 100% CD REVIEW PK PK 10/17/12 0 10/25/12 ISSJFD FOR FINAL 100% CD PK NOT FOR CONSTRUCTON UNLESS LABELED AS CONSTRJCTION SET LICENSURE 5773 REGISTERED AR ITEC KENN TH . CAMP STATE OF WASHINGTON SHEET TITLE GENERAL NOTES SHEET NUMBER: N-2 REVISION: D 122003 iHF INFn PUATInN rnNTAINFn IN THI[ CFT nF ('n NCTRIIf TInN nn IJMA NTC IG PRf1PRiFrARV RY NATIIRF ANY IIGFnR TACT I f1ClIRF WHIP H RPI ATFC Tn f ARRIF R [FRVI/`F[ IG B•-4 X X X . EXISTING STEEL BEAMS Z� A 22x34 SCALE: 3/8" = 1'-0" 11x17" SCALE: 3/16" = 1'-0" 2•-7. 2•-7' 4" 1-5" 1 ;t o TELCO BO D <" } a 'EXISTING EXISTING BATTER T EXO I m _...1 CABINET TO B I' --r�ISTIN� D/C ICABIN MODCELL E F REM�VED� r ICABINET TO �I BE �_ REMOVED N 'SPRINT 1 I .MMBS. _I REMOVED -1� EXISTING SPRINT -X 1 COAX ROUTE TO BE REMOVED °'- .X I i � L� z EXISTING STEEL r BEAMS 3 x �x x X x X ss X ss• — EXISTING 4'-4" EXISTING 4'-4" WIDE GATE TRUE MAGNETIC �; WIDE GATE TRUE MAGNETIC 'E_ EXISTING 6'-C" TALL NORTH NORTH EXISTING 6'-C" TALL NORTH NORTH CHAIN -LINK FENCE CHAIN -LINK FENCE 3• -0. 6. 2 _7• 27'-4" 7„ 2'-7" 2, 1•_5" 5•-10" ppC 1 0 TELCO BO RD a O U � N EXISTING SPRINT I COAX ROUTE TO BE y �.>�EXISTIN cp'6ET TO REMOVED EXISTIN 0/C TOI I�GA�10E I CABDBELTO I i REM VED� ...-1 REM0\1 0 --1� 0 27•_4 2 -4" 3,_6 _1� _(k 22"x34" SCALE: 3/8" = V-0" EXISTING EQUIPMENT PLAN 1 11"x17" SCALE: 3/16 = 1'-0" 2' V 0" 2' NEW TEMPORARY EQUIPMENT PLAN (INTERIM) 2 NOTE: STRUCTURAL ANALYSISMUSTBE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY 3'-0 PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. 7•_10" 0 TELCO GO D V! N u 1 1 iD A NEW SPRINT HYBRID 2 CABLE ROUTE RF-1 1 Y. / EXISTING STEEL tr BEAMS y lr NEW SPRINT BBU 1,5 T o; UNIT A-7 0 NEW SPRINT MMBS '2'4 m UNIT A-7 �'•"X > X X Y. EXISTING 4'-4" WIDE GATE TRUE MAGNETIC EXISTING 6'-0" TALL NORTH NORTH CHAIN -LINK FENCE EXISTING ITEMS TO BE REMOVED COMA ANTENNA (4 TOTAL) MODCELL D/C CABINET 1 BATTERY CABINET 1 COAX CABLE (4 TOTAL) 22"x34" SCALE: 3/8" = 1'-0" NEW EQUIPMENT PLAN (FINAL) - NOT USED 11"x17" SCALE: 3/16" = 1'-0" 2' 10" THE INFnpuaii— rn NTAINIPn IN TI-IIC CPT nP rnNSTRIIrTInN nnf IMFNTG IC PpnPRIFTARY RY NAl'IIRF ANY IISF nR nisrIDCIIRF nTHFR THAN THAT WHICH RFLATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint 4wimp GENERAL DYNAMICS WIRELESS SERVICES W K R m 1, ARCHB•ECTS.ENGINEERS, P.C. L' Ono 2017rH SWEET SW SUITE 200 WNWAMD, 5670�1 I' care r2s.712.aa4s PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0— 2 rJ — 1 2 ISSUED FOI;L CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED AR ITEC KENN TH D, CAMP STATE OF WASHINGTON SHEET TITLE ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REVISION: D 122003 22"x34 SCALE: 1/16.. 11x17 SCALE: i/32" 1'-0" 16'12 8' 4' 0" 16' TUC INICl1 k—1 N—NITAIK— INI T— CCT — rn—TRI Ir 1— nn h-NI C IC RRn—P TARY RV —TI IRS GAIY ICF nP fllCf'.I 11Gl IRF MI PP THAN THAT WHIP RFI ArFC Tn rAPPIPR Ci�RVII'.RC IG 0e TRUE AIAGNETC {• NORRI AGNEn EXISTING ENLARGED SITE PLAN I 1 Sprint GENERAL DYNAMICS WIRELESS SERVICES KDC ARCNRECTS.ENGINEERS, P.C. X9 9 4720ZOOTHFFREErSWSUM 200 ■ C LPNONN E �D425.670M51 all C': I I " 425.712AM PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE- DATE 10 - 2 5 -12 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 1007 CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 7734GISTERED ITEC D. CAMP ASHINGTON SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER: A-2 REVISION: D 122003 T.O. EXISTING ANTENNA STEALTH ±105'-6" T.O. NEW SPRINT ANTENNAS 100'-3" q_6 NEW SPRINT 190( 2 6 NEW SPRINT 1900MHZ A_B QUAD POLE ANTENNA MOUNTED ON NEW PIPE L r l I� -6 LI I II L EXISTING ANTENNA STEALTH WALL STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND C.L. OF NEW SPRINT ANTENNAS 98'-0" RF- NEW SPRINT HYBRID CABLE ROUTE INSIDE I I I I — r ti- TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW 7 EXISTING CABLE TRAY 1.5 NEW SPRINT MMBS & BBU 7 LOCATED INSIDE EXISTING PENTHOUSE f} r6 CABINETS/TEMPORARY PLATFORM. %' STRUCTURAL ANALYSIS 4 PROVIDED BY GENERAL y= DYNAMICS. NOTE`' � `yamy NEW ANTI I &g�,,`+ NOT TO EXCEEd ��dF1STING T.O. EXISTING BUILDING ROOFTOP t80'-0" CDMA ANTEZI HEIGHT FI", E] 0] C 1 0] C [ � 0 E] AMSL AMSL 27'-0" 22"x34 SCALE: 3/32" = 1'-O" 1 i "x17" SCALE: 3/64" = 1'-0" B' 4' 0" B' NEW SOUTH ELEVATION 1 % 0 EXISTING ANTENNA STEALTH 5 q_6 NEW SPRINT 1900MH2 r I A A L,� LII ±105'-6" nT 0 NEW SPRINT ANTENNAS RRU 2,6 NEW SPRINT ANTENNA i OO'-3" _ QUAD POLE ANTENNA A' nC L. OF NEW SPRINT ANTENNAS MOUNTED ON NEW PIPE I I §I II II J EXISTING ANTENNA STEALTH WALL I 2 NEW SPRINT HYBRID RF- CABLE ROUTE INSIDE EXISTING CABLE TRAY ,2,4 1,5 NEW SPRINT MMBS & BBU 7 7 LOCATED INSIDE EXISTING PENTHOUSE %1T.0. EXISTING BUILDING ROOFTOP i80'-0" IC 1 El I 1 El LUJ 6 1rum [I] Ll f ni ml f I m TH I. imp" C:� L: !: 11 � � CCU [ f � f � ! � � 1 El F C I � :� 1 LLf a E,. fmm �_ u �I - El [11 CT1 �1�� E1 � l ; � �_—� �— _-1 �..� [� ] [l _....... III C- Ill[lllll111��1�1 Illl)� Illlil]II�I� I�I��II�� I] C':l I [ :I� .... E6m1m[ � ]-] 11 mmlu [ ArNAVSL AMSL 27'-D" 22x34 SCALE: 3/32" = i'-O" ® 11"x17" SCALE: 3/64" = 1'-0" 8' 4' 0" a, NEW EAST ELEVATION 1 THE INFORMATION CONTAINFO IN THIS SFT OF CONSTRUCTION ❑OCUMFNTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint' 49mw GENERAL DYNAMICS WIRELESS SERVICES KDC MfK R 0 s ARCNITECTS.ENGINEERS, P.C. �� !E 1 4720 200TM smffr sw wrre mo Knit I I LnY"iox"eOODa � s1 �I [ FMA 425312.OBU PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0 2 5 —1 2 ISSUED FOR.- CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED EC ARPD.-AMP KENN TH STATE OF WNGTON SHEET TITLE - NEW SOUTH & EAST ELEVATIONS SHEET NUMBER. A-5 REVISION: D 122003 E) EXI' MO I FRAME EXISTING SPRINT COMA ANTENNA EXISTING SPRINT GPS TO BE REMOVED EXISTING MOUNTIN EXISTINC CDMA TO BE NEW SPRINT 1900M1 POLE ANTENNA MOU N EXISTING SPRINT COMA ANTENNA MOVED TO THE CENTER OF THE MOUNTING FRAME (LATER TO BE REMOVED) EXISTING SPRINT COMA ANTENNA TO BE REMOVED EXISTING SPRINT GPS TO BE REMOVED NEW SPRINT GPS MOUNTED ON EXISTING ANTENNA FRAME EXISTING COAX DOG HOUSE EXISTING SPRINT COMA ANTENNA TO BE REMOVED EXISTING ANTENNA EXISTING ANTENNA STEALTH PANEL \yC\0'f0 STEALTH PANEL ��GC\O'Q Gam\\ems NEW SPRINT 190OMHZ RRU NEW SPRINT 190OMHZ QUAD POLE ANTENNA MOUNTED ON /- NEW PIPE 11 "x17" SCALE: 1/4"' _ ,"-o" EXISTING ANTENNA PLAN 1 22 x34"" SCALE: 1/4" _ ,'-0" I NEW TEMPORARY ANTENNA PLAN (INTERIM) 2 11"x17" SCALE: 1/8" = 1'-0" q' 3' 2' 1' 0" 4' 11 "x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' 1.6 NEW SPRINT 190OMHZ QUAD NOTE. —8 POLE ANTENNA MOUNTED ON STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY NEW PIPE PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. 6 NEW SPRINT 19COMHZ RRU :� NEXSTING ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. EXISTING ANTENNA � h /J /.Z� FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. MOUNTING FRAME c� J ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS �ry J=j Q PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO STRUCTURAL CALCULATIONS VERIFY TOWER CAPABLE SUPPORTING IONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWERREFER TO STRUCTURAL ANALYSIS SHALLBEMADE WITHOUTAPPROVAL OTHERS. BY STRUCTURALCONTRACTOR RSHALL REFER TO TOWER OF ENGINEER. 2,6 NEW SPRINT 1 -8 POLE ANTENNA 5 NEW SPRINT A-6 I EXIS NEW SPRINT` 6 1,6 NEW SPRINT 1 8 POLE ANTENNA 122"x34•• SCALE: ,/4" = 1'-O" 11x17" SCALE: 1/8" l'-0" THE INFORMATInN ('n NTAINFn IN THIS SFT nF nnNCTRI1nTInN nn('IIUFNT[ I[ PRn PRIFTARY RY NATIIRF ANY I[F nR nIGnI nGI1RF EXISTING COAX DOG HOUSE EXISTING SPRINT COMA ANTENNA NEW SPRINT GPS MOUNTED ON EXISTING ANTENNA FRAME EXISTING COAX DOG HOUSE NEW SPRINT 1900r EXISTIP 1900 EQUIPMENT ONLY RRU / HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA RRH-F4 (1)1900MHz 180' 1.06" 1.06" 6' 6' COMMSCOPE RET AISCv2.0 BETA RRH-P4 (1)1900MHz 180' 1.06" 1.06" 6' 6' COMMSCOPE RET AISGv2.0 GAMMA RRH-P4 (1)190OMHz 180 1.06" 1 1.06" 6' 6' COMMSCOPE !R 1 AISGv2.0 ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILTMECH TILT ALPHA 1900 MHz RFS APXVRRI3-C-A2C 1 (PER SECTOR) 22' 98'-0" 54.8" -2' 0' BETA 1900 MHz RFS APXVRRI3-C-A20 1 (PER SECTOR) 148' 98,-0" 54.8" -4' 0' GAMMA 1900 MHz COMMSCOPE HBXX-9014DS-A2M 1 (PER SECTOR) 279' 98'-0" 50.9" -7' 0' .0 V ANTENNA PLAN (FINAL) 3 NOTES & ANTENNA SCHEDULE 4 nTHFR THAN THAT WHICH REI ATEC Tl rARRIFR CFRVInFC IC CTRII'TI Y PRnHIRITFn Spri nt' M bill GENERAL DYNAMICS WIRELESS SERVICES mcOIL,; � c a ARCHITECfS.ENGINEERS, P.C. 9 a:020MSntMSW SUITE 200 Wait I L1I L NNNOD,42567 A651 it I, L FAX 425312.0846 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0- 2 5- 1 2 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCT ABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED AR bCEC KENN TH D, AMP STATE OF WASHINGTON SHEET TITLE ANTENNA PLANS & SCHEDULES SHEET NUMBER A-4 REVISION: 122003 GRO AC INPUT CIRCUIT TER GRO BATTERY BATTERY CABLE BATTERY CABINET GROUND AC INPUT CIRCUIT MAIN CABINET WITH ONE BATTERY STRING SPUTTER INDOOR CABINET SPECIFICATIONS UNIT SIZE AND WEIGHT ITEM SPECIFICATIONS SIZE DU CABINET W X D X H 27.56 ,,X 27.56 X 70.87 (in.) 700 X,700 X 1.800 mm BATTERY CABINET W X D X H 27:56 � 27.5V 70.87 (in.) 700 X 700' X 1.800 mm UADU WXDXH 17.09 X 15.1f.X 3.46 (in.) 434X385X88 mm WEIGHT DU CABINET 473.99 lb (215kg) OR'LESS,,# OR LESS(WITHOUT UADU) ` BATTERY CABINET 2597.04 lb 1 178k OR LESS`, UADU 26.46 lb (12kg) OR LESS IFRONT VIEW FRONT VIEW IJ% FRONT VIEW 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11 "0 7" SCALE: NOT To SCALE INDOOR MMBS AND BBU UNIT WITH RECTIFIERS AND BATTERY PACK 1 11 "x T7" SCALE: NOT TO SCALE MMBS W/ SINGLE BATTERY 12 11 "x, 7" SCALE: NOT To SCALE CABINET SPECIFICATIONS 3 000 N 000 27.56" TCP VIEW FRONT VIEW E]— BOTTOM VIEW ip u> N RIGHT VIEW � 0 N ��Q 27.56" TOP VIEW FRONT VIEW BOTTOM VIEW iv N N RIGHT VIEW rz2'x34" SCALE: "°T To SCALE MMBS MECHANCIAL SPECIFICATIONS 14. I 11 'x34" SCALE: NOT TO SCALE BBU MECHANCIAL SPECIFICATIONS 15 I 11'k17' SCALE: NOT TO SCALE "x17" SCALE: NOT TO SCALE THE IMFnRMATInN CnNTAINFl1 IN THIS SET OF CONSTRUCTION OOCUMFNTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint GENERAL DYNAMICS WIRELESS SERVICES KDC ARCHRECTS.ENGINEERS, P.C. KK''K l k 4720 2001H STREET SW SOME 200 K® LRIOHMWA 9MIS E-D425.670.66SI Kitt 11EAR 42S.712.0646 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0— 2 5 —1 2 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90%. CD REVIEW PK C 10/17/12 ISSUED FOR 100% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICC-NSURE (5773 REGISTEREDAR ITECN TH D. CAMP OF WASHINGTON SHEET TITLE EQUIPMENT DETAILS INDOOR SPECIFICATIONS SHEET NUMBER: A-7 REVISION: D 122003 NEW 2 3/8" O.D. MOUNTING PIPE NEW 1900 MHZ RRU NEW SAMSUNG NEW HYBRID FREQUENCY ANTENNA PIPE MOUNT CABLE NEW HYBRID BREAK-OUT o NEW SAMSUNG RRU CYLINDER AND ENCLOSURE, I MOUNTING CONTRACTOR SHALL MOUNT 0 HARDWARET WITH ADEQUATE HARDWARE TO NEW PIPE MOUNT EXISTING FRAME. HARDWARE, CONTRACTOR SHALL USE ADEQUATE HARDWARE THAT FITS WITH AN EXISTING FRAME. YBRID FROM NEW TFRME NEW PANEL ANTENNA BINET WITH MOUNTING G ANTENNA HARDWARE UMPER (TYP.) REFER TO6/A-8 22"x34" SCALE: NOT TO SCALE ANTENNA & HYBRID CABLE 1 22"x34" SCALE: NOT TO SCALE NOT USED 2 22"x34" SCALE: NOT TO SCALE NOT USED 3 22"x34" SCALE: NOT TO SCALE NOT USED 4 11"x17" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11x17" SCALE: NOT TO SCALE 1'-1 3/4" PER RRU OPTIC PORT ANTENNA PORTS TECHNOLOGY r---- ------ ------ REQUIREMENTS O i NEW SAMSUNG MOUNTING O o O o I I - BRACKET AND o HARDWARE - NE OO OO OO OO I • SAMSUNG o o o o o I 1/2' O.D. 3O MUNTING BRACKETAND n I ANT O ANT 1 ANT 2 ANT 3 I MUNTING PIPE 0 HARDWARE r I I oN I I z ww 0 I 0O O 1 DIMENSIONS GROUND --------- HxWxD: 350x605x228mm POWER RET (13.8"x23.8"x9) ire a PORT PORT WEIGHT: 65LBS a LIEU -48 h i VOLTS MOUNTING TABS, TYP. --------I-Y I FGND I 0, I 3 1/2" O.D. 3 1/2' O.D. MOUNTING PIPE MOUNTING PIPE I W IM I I I I I TOP VIEW LEFT SIDE VEW FRONT VIEW I O O x17' SCALE: NOT TO SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS 5 22 x34" SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 11 11"x17" SCALE: NOT TO SCALE 11"x17I SCALE: NOT TO SCALE RECTIFIER RF-ANTENNA ® UADU 5) CPRI CABLE 6) RET CABLE 4) POWER CABLE IIIIL 3) RRH-P4 GROUND CABLE 7) RF CABLE FEEDER LINE GROUND CABLE ' (GROUND KIT/7/8 IN. FEEDER ' LINE OR MORE) MGB TOE y i) MOB GROUND CABLE 2) TGB GROUND CABLE ' — TO AND GROUND KIT ARE USED IN CASE 1 OF THE 7/8 IN. FEEDER LINE OR MORE SCALE: NOT TO SCALE SAMSU MMBS WIRING DIAGRAM 7 22 x34" SCALE: NOT TO SCALE NOT USED "::x34" 11x17 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE Spri nt GENERAL DYNAMICS WIRELESS SERVICES m ez ARCHITECTS.ENGINEERS, P.0 s7lD:DON751 MU SIN SURE 200 KK I: I t LYNWMD. WA 9=6 I M us1:rAX' : 425.670 712A 51 9a6 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUE DATE 1 0— 2 5— 1 2 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 ISSUED FOR CONSTRUCTABILITY REVIEW PK B 09/27/12 ISSUED FOR 90% CD REVIEW PK C 10/17/12 ISSUED FOR 700% CD REVIEW PK D 10/25/12 ISSUED FOR FINAL 100% CD PK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 5773 REGISTERED AR ITEC • KENN TH D. CAMP STATE OF WASHINGTON SHEET TITLE - EQUIPMENT DETAILS SHEET NUMBER. A-6 REVISION: D 122003 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTIv DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE Ui ER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.